ce/papers - v. 6, n. 3-4 (September 2023)

Published:	September 2023

Articles in this Issue

Author(s)	Title	Page(s)
Grebner, Philipp / Lange, Jörg	3D‐printing with steel on thin sheets for application in free form façade construction: welding process development and material properties	666-671
Ding, Zizhou / Elkady, Ahmed	Accuracy assessment of predictive models for semirigid extended end‐plate connections	1263-1268
Morales, Mariela Mendez / Tankova, Trayana / Branco, Ricardo / Rebelo, Carlos	Additive Manufacturing of a Steel Splice Joint for Tubular Elements in a Modular Wind Tower	763-768
Klemm, Alina / Taherkhani, Farrokh / Gündel, Max	Additive manufacturing of steel components by cold spraying	739-744
Albiez, Matthias / Boretzki, Jakob / Ummenhofer, Thomas	Adhesive bonding of secondary steel components for offshore wind turbines	959-963
Ibáñez, Stalin / Kraus, Matthias	Algorithm for the plastic analysis of arbitrary steel cross sections based on finite element formulations	1623-1628
Piculin, Sara / Pourostad, Vahid / Može, Primož / Kuhlmann, Ulrike	Analytical and numerical calculation of the buckling stress for panels with closed‐section stiffeners	1826-1830
Becque, Jurgen	An Analytical Design Approach for Outstand Steel Plates in Compression	1821-1825
Murari, Krishna / Kumar, P. C. Ashwin / Shiradhonkar, Saurabh	Analytical investigations of seismic performance of different joint details for composite RCS frames	46-52
Ben Seghier, Mohamed El Amine / Plevris, Vagelis	Application of machine learning approaches for modelling crack growth rates	860-865
Meng, Xin / Pullen, Andy / Guo, Xi / Yun, Xiang / Gardner, Leroy	Applications of 3D scanning and digital image correlation in structural experiments	1674-1679
Ruck, Natalie / Naraidoo, Elenor / Liu, Chenying / Kamali, Mohammadreza / Karabulut, Burak / Rossi, Barbara	Assessment of Embodied Carbon in a Tied‐Arch Bridge	489-494
Gatheeshgar, Perampalam / Bock, Marina / Chandrasiri, Dilanka / Suntharalingam, Thadshajini	Assessment of Eurocode 3 Shear Design Provisions for Cold‐Formed Steel Beams with Web Holes	1983-1988
Aguiar, Jefferson / Ferreira, Bárbara / Carvalho, Hermes / da Silva, José Guilherme Santos	Assessment of steel‐concrete composite floors dynamic response when subjected to people walking	2388-2393
Elzeadani, Mohamed / Bompa, Dan / Elghazouli, Ahmed	Axial behaviour of steel tubes infilled with rubberised alkali‐activated concrete	154-159
Risch, Manuel / Kurz, W. / Wolters, K. / Janiak, T. / Christou, G.	Bearing capacity of headed studs under combined tension and shear loading in composite beams with large web openings	125-129
Sobrinho, Kelvin de P. / da Silva, André T. / Rodrigues, Monique C. / Henriques, José A. / Lima, Luciano R.	Bearing failure analysis in the design of bolted connections with austenitic stainless steel	1350-1355
Jakovljević, Isidora / Spremic, Milan / Fric, Nenad / Marković, Zlatko	Behaviour of demountable steel‐concrete composite beams with bolts and headed studs	84-89
Zhu, Yufei / Yun, Xiang / Gardner, Leroy	Behaviour, finite element modelling and design of high strength steel homogeneous and hybrid welded I‐section beams	539-544
Romero, Alfredo / Yang, Jie / Odenbreit, Christoph	Bending resistance of steel‐timber composite (STC) beams: analytical vs. numerical investigations	59-64
Lin, Xue‐Mei / Yam, Michael C. H. / Chung, Kwok‐Fai / Song, Yuchen	Block shear strength of high strength steel staggered bolted connections	1281-1286
Zhang, Linbo / Xu, Lei	Bracing requirements for a semi‐rigidly connected column considering column lateral stiffness and initial curvature	1585-1590
de Macedo, Luiz Francisco Scudelari / de Macedo, Rafael Scudelari	Buckling Check of Structures Being Lifted	434-438
Antonodimitraki, Sofia / Bezas, Marios‐Zois / Demonceau, Jean‐ François / Vayas, Ioannis / Maesschalck, Jan / Anwaar, Muhammad‐Omer / Jaspart, Jean‐Pierre	Buckling resistance of angle bracing members with one‐leg bolted end connections	1157-1162
Pourostad, Vahid / Kuhlmann, Ulrike	Buckling resistance of stiffened panels subjected to constant transverse compression stresses	1799-1804
Gardner, Leroy / Li, Jin / Meng, Xin / Huang, Cheng / Kyvelou, Pinelopi	Buckling tests on I‐section steel columns strengthened by additive manufacturing	720-725
Huang, Cheng / Meng, Xin / Gardner, Leroy	Buckling tests on wire arc additively manufactured SHS Columns	690-695
Hesselink, Bert / Klamer, Ernst / Vollema, Nynke / Hiddingh, Jan / Wijnbeld, Bas	Bulb versus Trough	987-992
Szymkuc, Wojciech / Malendowski, Michal / Glema, Adam	Burnout resistance of concrete‐filled steel tubular (CFST) columns under realistic fire conditions	2184-2188
Janata, Vladimir / Lahodný, Jiří / Pecina, Jan	The cable‐stayed footbridge in Prague ‐ Radotín	1055-1059
Kelpša, Šarūnas / Beckmann, Oliver / Guobys, Raimondas / Schurgacz, Przemyslaw / Augonis, Mindaugas	Calibrated Design of High Strength Composite Columns	248-254
Presswood, Rebecca / Shaheen, Mohamed / Afshan, Sheida	Calibration of ductile and shear damage models for carbon and stainless steel shear studs	237-242
Glorieux, Antoine / Hanus, Francois	Cellular beams and prEN 1993‐1‐13: an opportunity to address environmental challenges	2665-2670
Maljaars, Johan / Verdenius, Stefan	Changes to the lambda model for fatigue loads on steel railway bridges in Europe	2534-2539
Dragan, Dan / Das, Rajarshi / Degée, Hervé	Characterizing transition zone between steel‐concrete composite and reinforced concrete members	207-212
Craveiro, Hélder D. / Rahnavard, Rohola / Santiago, Aldina / Laím, Luís / Simões, Rui	Closed built‐up cold‐formed steel columns under compression	1941-1946
Oeng, Pouykang / Chen, Man‐Tai / Young, Ben	Cold‐formed steel T‐joints with semi‐oval hollow section chord: Experimental insight and finite element modelling	1562-1567
Lemma, Melaku / da Silva, Luís Simões / Conde, Jorge / Rebelo, Carlos	Column web component under out‐of‐plane loading: experimental and numerical studies	1269-1274
Skalomenos, Konstantinos / Gunes, Sahin / Taleb, Farzad / Theofanous, Marios	A comparative experimental study on blind‐bolted beam connections to square steel tubular columns filled with polyurethane foam or concrete	1332-1337
Anwaar, Omer / Pepe, Davide / Zanon, Riccardo	Comparative study of different steel‐concrete composite shear walls	200-206
Mert, Hazal / Celik, Oguz C.	A comparative study on steel‐concrete composite columns for use in RC Tall Buildings in Seismic Areas	287-292
Köber, Helmuth / Marcu, Ramona / Stoian, Marina	Comparative study regarding the seismic design of diagonal concentrically braced frames	2400-2405
Nambirajan, Tamilselvan / Ghosh, Diptarka / Kumar, P. C. Ashwin	Comparison of seven ductile fracture initiation prediction models for stainless steel	2516-2520
Golea, Tudor / Vermeylen, Maxime / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Compressive arch action in beams of steel frames subjected to a column loss	2068-2073
Shin, Dong‐Hyeon / Kim, Hyung‐Joon	Compressive Behaviors of Steel Braces with Different Sectional Shapes	2299-2303
Makhinko, Anton / Makhinko, Nataliia / Semko, Volodymyr	Creation of design models of silos for grain storage under conditions of non‐axisymmetric actions	1935-1940
Di Benedetto, Sabatino / Latour, Massimo / Francavilla, Antonella Bianca / Rizzano, Gianvittorio	Cyclic behaviour of 3D cut welded connections with CHS columns and through I‐beams	1464-1469
Schurgacz, Przemyslaw / Winkler, Rebekka / Knobloch, Markus	Cyclic pushout tests on high‐performance concrete‐filled steel tube columns for seismic applications	326-332
Chen, Ying / Chen, Wensu / Hao, Hong / Nie, Zhenhua	Damage evaluation of steel frame subjected to impact load at midspan	1202-1206
Gervásio, Helena / da Silva, Luís Simões	Decarbonisation of steel production by the low‐carbon DRI‐EAF route	509-513
Mueller, Andreas / Taras, Andreas	Deep Neural Network Direct Stiffness Method: Fundamental Steps into Beam Design	807-813
Ghimire, Abhishek / Wald, František	Deformation behaviour of high‐strength steel welds using DIC	557-561
Király, Krisztián / Dunai, László / Calado, Luís / Kocsis, András Balázs	Demountable shear connectors – constructional details and push‐out tests	53-58
Scozzese, Fabrizio / Ceccolini, Nicola / Zona, Alessandro / Dall'Asta, Andrea / Leoni, Graziano / Degée, Hervé	Design and analysis of steel‐concrete hybrid coupled walls with hinged base and corner components	2293-2298
Ma, Qi / Chan, Tak‐Ming	Design and Numerical Simulation of a Reusable Steel Column Base Connection with Pinned Energy Dissipators	346-351
Candeias, Miguel / Di Silvestro, Elena / Wain, Geraldine / Ville, Wishnu / Cecchini, Luca	Design and weight optimisation of Offshore Topside platforms using High Strength Steel	1119-1123
Dunai, László / Kövesdi, Balázs / Gardner, Leroy / Al‐Emrani, Mohammad / Casafont, Miquel / Degée, Hervé / Jandera, Michal / Kuhlmann, Ulrike / Taras, Andreas / Walport, Fiona	Design assisted by finite element analysis – Introduction to prEN 1993‐1‐14 and Technical Report	2677-2682
Odenbreit, Christoph / Yang, Jie / Kozma, András / Romero, Alfredo / Popa, Nicoleta / Hanus, Francois / Obiala, Renata	Design for disassembling, reuse, and the circular economy: a demonstration building, “Petite Maison”	369-373
Fan, Junwei / Yang, Lu / Liu, Meiyu	Design fundamentals of demountable steel structures: from materials to members	407-412
Thirunavukkarasu, Kajaharan / Alsanat, Husam / Poologanathan, Keerthan / Shanmuganathan, Gunalan / Perampalam, Gatheeshgar / Kanthsamy, Elilarasi / Higgins, Craig	Design of aluminium Sigma sections for web crippling behaviour under Interior Two Flange (ITF) load case	627-632
Becque, Jurgen / Gilbert, Saul	Design of Stainless Steel Cross‐Sections by Inelastic Stability Analysis	614-619
Saufnay, Loris / Renotte, Tom / Mahieu, Ludovic / Demonceau, Jean‐François	Design optimisation of welded I‐beams made of high strength steels	568-573
Moussavi, Seyed Mobin / Lienhard, Julian / Liu, Dongyuan	Design to manufacture of fully stressed curved structures through elastic deformation of thin steel sheets with interlocking connections	877-883
van Es, Sjors / Braendstrup, Cécilia / Slot, Henk / Seinen, Jeroen / Dekker, Richard	Determination of actual material properties in existing structures using small specimens	339-345
Zogu, Pëllumb / Schäfer, Markus	Determination of overall factor for the application of the General Method based on plastic and strain‐limited N‐M interaction for composite compression members	95-100
Li, Zheng / Xu, Siying / Geißler, Karsten / Wang, Jian / Pasternak, Hartmut	Developed numerical Analysis of Residual Stress caused by Welding and Cutting in Steel Structures	1507-1512
Morgenstern, Hendrik / Kunde, Carsten / Raupach, Michael	Development of a preloadable, temperature‐stable, geopolymer‐based gap compensation material	1238-1243
Dänekas, Christian / Schaumann, Peter / Ghafoori, Elyas / Heikebrügge, Steffen / Heide, Klaas Maximilian / Breidenstein, Bernd	Development of an automated quality assurance approach for welded joints	2510-2515
Kandel, Arjun / Thai, Huu‐Tai / Ngo, Tuan	Development of Novel Inter‐module Connection for Composite Modular Tall Buildings	107-112
Sato, Atsushi / Latour, Massimo / Rizzano, Gianvittorio	Development of pinching‐free tension‐only CBFs based on the application of metal foam dampers	2381-2387
Ecker, Alexander / Unterweger, Harald	Different fatigue design stress methods for common constructional details in cylindrical shells under axial loading – Influence of the r/t‐ratio and the shell thickness	2475-2482
Heng, Junlin / Zhang, Jiaxin / Kaewunruen, Sakdirat / Dong, You / Baniotopoulos, Charalampos	Digital Twin‐Based Deterioration Prognosis of Steel Wind Turbine Towers in Modular Energy Islands	1111-1118
Ozden, Selimcan / de Castro e Sousa, Albano / Lignos, Dimitrios	Digital‐Image‐Correlation for Simulating Cyclic Local Buckling in Steel Beams	1717-1722
Jeyabalan, Aswin Kumar / Selvaraj, Sivaganesh / Chan, Tak‐Ming	Directly Reusable Steel Column Base Connection ‐ Concept and Numerical investigation	352-357
Li, Jie / Xin, Haohui / Veljković, Milan	Ductile fracture simulation on 10.9 HP bolts under composite loading at elevated temperatures	2195-2200
Ştefănescu, Bogdan Cătălin	Ductility classes in prEN 1998‐1. Comparative analysis on concentrically braced frames	2631-2635
Götz, Frank	Durable bolted joints for steel structures	1399-1405
Possidente, Luca / Freddi, Fabio / Tondini, Nicola	Dynamic Increase Factors for progressive collapse anaylsis of steel structures accounting for column buckling	358-363
Saufnay, Loris / Demonceau, Jean‐François	Economic and environmental assessment of high‐strength steel grades	527-532
Pham, Viet Binh / Pham, Cao Hung / Hancock, Gregory J.	Effect of Curling Phenomenon on Block Shear and Tear‐out Strengths of Bolted Connections	1387-1392
Mohri, Maryam / Leinenbach, Christian / Lignos, Dimitrios G. / Ghafoori, Elyas	Effect of heat treatment on microstructure and pseudoelasticity of a memory‐steel	633-638
Sulpinas, Mantas / Daniūnas, Alfonsas	Effect of Intermediate Stiffeners in an Optimization of Axially Compressed Built‐up Thin‐Walled Column Cross‐Sections According to the Eurocode 3	1972-1977
Abu Reden, Ghaith A. / Ádány, Sándor	The effect of prebuckling deflections on the lateral‐torsional buckling of beams: numerical studies	1686-1690
Moreira Arouche, Marcio / Feng, Weikang / Karatsi, Paraskevi / Kapteijn, Tim / Pavlović, Marko	Effect of salt water ageing on the degradation of steel‐composite bonded interfaces	293-296
Ltaief, Malik / Mensinger, Martin	The effect of temperature actions on single‐sided fillet welds in small‐sized box girders of bridges	1031-1036
Prola, Luís / Gala, Pedro / Ruben, Rui B. / Monteiro, Cristiano / Simões, Ana	Effective Modulus Method (EMM) concept applied to thin‐walled steel columns.	1893-1898
Terehovich, Vladislav / Balaskas, Georgios / Don, Rafaela / Hoffmeister, Benno	Effective seismic retrofitting concept for existing car park buildings in moderate seismic regions	2260-2265
Evans, Siân / Hadjipantelis, Nicolas / Wang, Jie	Effects of Deposition Rate on Local Stability of Wire Arc Additively Manufactured Outstand Elements	678-683
Teoh, Keat Bin / Chua, Yie Sue	Effects of section slenderness and concrete strength on the cross‐sectional behaviour of lightweight concrete‐filled cold‐formed built‐up box sections	1859-1865
Anwaar, Omer / Bello‐Garcia, Micael / de Paula Filho, J. H. Matias	Efficient design of an office building as Steel/Timber hybrid – A case study	1037-1042
Sarou, Lynita / Couchaux, Maël / Hjiaj, Mohammed / Sire, Stéphane / Douroux, Jean‐François	Elastic behavior of riveted double angle connections in tension	1299-1304
Rajanayagam, Heshachanaa / Upasiri, Irindu / Poologanathan, Keerthan / Gatheeshgar, Perampalam / Nagaratnam, Brabha / Kanthasamy, Elilarasi	Enhancing Energy Efficiency of Cold‐formed Steel Framed Walls with Vacuum Insulation Panels	495-500
Chan, Hou Un / Walport, Fiona / Gardner, Leroy	Equivalent global sway imperfections for use in design by GMNIA	1655-1660
Matos, Rui / Candeias, Miguel / Craveiro, Helder	Estimation of maximum admissible precambering of steel beams	119-124
Shin, Yi‐Seop / Kim, Hyung‐Joon	Evaluation of Existing Methods for Predicting Tension Resistance of Gusset Plates with Short Edge Distances	1207-1210
Soya, Yoko / Matsuki, Satoshi / Yamasawa, Tetsuya / Arai, Nanae / Fujii, Ayumi / Suzuki, Yoshitaka / Sako, Yuji	Evaluation of Seismic Performance of Offshore Wind Turbine Foundations with Slip Joints by Large Shaking Table Tests	1169-1173
Monteiro, Kaike / Zhu, Carlos / Tankova, Trayana / Santos, Ana Francisca / da Silva, Luís Simões	Experimental and numerical assessment of the topological optimisation of additively manufactured T‐joints	769-774
Oday, Yabari / Mika, Alanen / Mikko, Malaska / Katherine A., Cashell	Experimental and numerical investigation of reduced web section connections in fire	2055-2061
Händeler, Damian / Don, Rafaela / Vulcu, Cristian / Hoffmeister, Benno / Kanyilmaz, Alper	Experimental and Numerical Programs on Laser‐Cut I‐Beam‐to‐CHS/SHS‐Column Joint Components	1489-1494
Lettieri, Annarosa / Freddi, Fabio / Latour, Massimo	Experimental and numerical study of a damage‐free self‐centring link for seismic resilient EBFs	898-903
Rajanayagam, Heshachanaa / Gunawardena, Tharaka / Mendis, Priyan / Poologanathan, Keerthan / Gatheeshgar, Perampalam / Nagaratnam, Brabha / Corradi, Marco	Experimental and Numerical Study on Shear Behaviour of Bolted Inter‐Modular Connection	1375-1380
Kalac, Semso / Radlbeck, Christina / Mensinger, Martin / Lučić, Duško	Experimental and Theoretical Research on Welded Aluminium X‐Joints	1434-1439
Dobrić, Jelena / Fric, Nenad / Naraidoo, Elenor / Rossi, Barbara	Experimental Behaviour of Cold‐Formed Stainless Steel Cruciform Section Columns	655-659
Natali, Agnese / Morelli, Francesco / Salvatore, Walter	Experimental behaviour of optimized hybrid coupled shear walls	2321-2325
Baldassino, Nadia / Bernuzzi, Claudio / Simoncelli, Marco	Experimental campaign on components of steel frames for elevators	2001-2005
Ringas, Nikolas / Huang, Yuner	Experimental characterisation of connection behaviour for cold‐formed steel panels sheathed with calcium silicate boards	1871-1878
Loureiro, Alfonso / Lopez, Manuel / Gutierrez, Ruth / Reinosa, J. Manuel	Experimental comparison between threaded‐bars and single‐bolts end plate asymmetrical steel joints	1185-1189
Wisnewski, Joachim / Stroetmann, Richard	Experimental determination of the fatigue behavior of dowel strips in ortho‐composite slabs for road bridges	130-135
Medall, David / Ibañez, Carmen / Espinós, Ana / Romero, Manuel L.	Experimental evaluation of the load‐bearing capacity of steel‐reinforced CFST stub columns under a fire scenario	2127-2132
Dinu, Florea / Neagu, Calin / Senila, Mihai / Dubina, Dan / Ungureanu, Viorel	Experimental evaluation of the ultimate strength of wall sandwich panels under transverse loads	2080-2085
Raffoul, Samar / Sun, Yao / McCrum, Daniel	An experimental investigation into span length effect in composite CFS and timber‐based flooring systems	1837-1841
Gluhović, Nina / Dobrić, Jelena / Spremic, Milan / Marković, Zlatko	Experimental investigation of influence parameters on cartridge fired pin resistance	1393-1398
Patra, Pratik / Sahoo, Dipti Ranjan / Jain, Arvind Kumar	Experimental Investigation of Seismic Vulnerability of Braces under Hazard Consistent loading sequences	2611-2617
Yousefi, Amir M. / Samali, Bijan / Yu, Yang	Experimental Investigation of Sheathed Cold‐Formed Steel Sigma Studs Under Compression Loading	1885-1892
Yun, Xiang / Zhu, Yufei / Gardner, Leroy	Experimental investigation of steel frames made of hybrid steel welded I‐sections	1668-1673
Madheswaran, Ranjithkumar / Mallepogu, Nagaraju / Madhavan, Mahendrakumar	Experimental investigation of the service shear strength of the welded clip‐angle connector in a CFS beam‐to‐column connection	2006-2013
Koetsier, Mathieu / Yang, Jincheng / Wolters, Mees / van Leengoed, Berend / Pavlović, Marko	Experimental investigation of wrapped composite X‐joints under uniaxial and multi‐axial loading conditions	943-948
Balscheit, Hagen / Victor, Albrecht / Thiele, Marc / Cuéllar, Pablo / Baeßler, Matthias / Lüddecke, Falk	Experimental Investigation on Buckling Behavior of soil‐embedded Piles	1729-1734
Wang, Zhongxing / Hou, Yuhang / Xu, Fangda	Experimental investigation on cyclic behaviour of wire arc additively manufactured carbon steel	714-719
Schierl, Christopher / Stang, Andre / Ghafoori, Elyas / Schaumann, Peter	Experimental investigation on stress state and deformation in bolts through tightening of perfect flange connections	1319-1324
Schäfers, Michael / Müller, Eckehard / Mensinger, Martin	Experimental investigations of residual stresses in thick high‐strength steel plates	545-550
Nonn, Jonas / Janiak, Till / Wolters, Kevin / Rittich, Nils / Feldmann, Markus	Experimental investigations on composite columns: round hollow sections with embedded solid core section made of high‐strength steel	65-71
Janiak, Till / Nonn, Jonas / Wolters, Kevin / Classen, Martin	Experimental investigations on composite stub columns: hollow sections with embedded solid core made of HSS	142-147
Meyer, Melanie Hagemann née / Schwarz, Mathias / Glienke, Ralf / Schwerdt, Daniela / Henkel, Knuth‐Michael	Experimental Investigations on load‐bearing Capacity and characteristic Preload of Lockstud Systems	1250-1255
Tutzer, Kurt / Kaul, Mathias / Mensinger, Martin	Experimental investigations on the load‐bearing behavior of shear studs in trapezoidal sheet in fire	2133-2138
Giżejowski, Marian / Jastrzębski, Kamil / Nykiel, Damian / Sleczka, Lucjan / Wiedro, Pawel	Experimental investigations – Steel rolled I shape beam‐columns with mid‐length restraint	1637-1642
Chater, Ben / Wang, Jie / Evernden, Mark / Pan, Jingbang	Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves	745-750
Dubina, Dan / Stratan, Aurel	Experimental qualification of replaceable bolted links in dual eccentrically braced frames	2254-2259
Sato, Atsushi / Latour, Massimo / D'Aniello, Mario / Rizzano, Gianvttorio / Landolfo, Raffaele	Experimental response of full‐scale steel‐aluminium foam‐steel sandwich panels in bending	452-457
Wang, Shiye / Wang, Wei / Lignos, Dimitrios G.	Experimental study of the cyclic behavior of steel tube in concrete‐filled steel tube members	5-10
Sołtysik, Barbara / Jankowski, Robert	Experimental study on earthquake‐induced pounding between steel structures	2361-2365
Ščapec, Tomislav / Skejic, Davor / Rukavina, Marija Jelcic	Experimental Study on Fire Performance of Polymer Foam Cavity Insulated Light Steel Framed Walls	2114-2119
Das, Pallab Jyoti / Deb, Sajal Kanti	Experimental study on open core hybrid buckling restrained braces with different debonding layer geometries	2344-2349
Evans, Siân / Xu, Fangda / Wang, Jie	Experimental Study on the Local Buckling Response of WAAM Stainless Steel Square Hollow Sections	684-689
Koetsier, Mathieu / de Vries, Peter / Peeters, Tjeu / Pavlović, Marko	Experimental test setup design for ultimate limit state evaluation of ductile wrapped composite KK‐joints	936-942
Dinu, Florea / Neagu, Calin / Laszlo, Robert / Ghicioi, Emilian / Senila, Mihai	Experimental testing of liner tray walls subjected to near field blast	2062-2067
Tewatia, Devyani / Kumar, P. C. Ashwin	Experimental Testing of Post‐installed Anchors for Use in Retrofitting of RC Frame with Steel Braces	391-394
Rittich, Nils / Wolters, Kevin / Nonn, Jonas / Feldmann, Markus / Ivanov, Stoyan / Tibolt, Mike	Experimental tests of a modular composite frame corner for integral abutment bridges with sheet‐piling foundations	40-45
Alshawwa, Omar / Mela, Kristo / Ahola, Antti / Björk, Timo	Experiments on Welded High Strength Steel S700 K‐joints	1495-1500
Li, Zheng / Pasternak, Hartmut / Geißler, Karsten	Experiment‐based statistical distribution of buckling loads of cylindrical shells	1816-1820
Demonceau, Jean‐François / Golea, Tudor / Elghazouli, Ahmed / Santiago, Aldina / Dinu, Florea / Baldassino, Nadia / Kuhlmann, Ulrike / Obiala, Renata / Weynand, Klaus	The FAILNOMORE project – Practice‐oriented design recommendations against progressive collapse in steel and steel‐concrete buildings	113-118
Derler, Christoph / Unterweger, Harald / Knobloch, Markus / Röscher, Stefanie	Fatigue behavior at flange thickness transitions with cope holes – design model for engineering practice	2483-2491
Röscher, Stefanie / Knobloch, Markus / Derler, Christoph / Langwieser, Martin / Unterweger, Harald	Fatigue behavior of girder with flange thickness transitions and cope holes ‐ tests and simulations	2498-2503
Boretzki, Jakob / Albiez, Matthias / Damm, Jannis / Ummenhofer, Thomas	Fatigue behaviour of hybrid grouted joints under axial loading	1151-1156
Wang, Xudong / Leonetti, Davide / Miao, Changqing / Snijder, H. H. (Bert)	Fatigue improvement of rib‐to‐deck welded joints using adhesively bonded steel patches ‐ LEFM‐based parametric study	2468-2474
Pedrosa, Bruno / Correia, José / Gripp, Iara / Fernandes, Lisete / Rebelo, Carlos	Fatigue Life Prediction of S235 Details Based on Dislocation Density	2558-2563
Liu, Bingfeng / Xin, Haohui / Liu, Jielin / Veljković, Milan	Fatigue performance evaluation of stiffener‐to‐deck plate weld in orthotropic steel decks based on generative adversarial network	2546-2549
Christoforidou, Angeliki / Baskar, Abishek / Barelts, Eric / Kavoura, Florentia / Pavlović, Marko	Fatigue performance of preloaded bolted connection with oversized holes	1287-1292
Stranghöner, Natalie / Ehrhardt, Lukas	Fatigue resistance of austenitic stainless steel bolts under tension	2423-2428
Lettieri, Annarosa / Latour, Massimo / Rizzano, Gianvittorio / Milone, Aldo / D'Aniello, Mario / Landolfo, Raffaele	Fatigue strength assessment of riveted shear splices	2504-2509
Erlemann, Raphael / Kraus, Josef Karl / Geissler, Karsten	Fatigue strength of the joint of steel cantilevers in composite bridges	1019-1024
Papatheocharis, Theocharis / Plakias, George T. / Zervaki, Anna D. / Karamanos, Spyros A. / Perdikaris, Philip C.	Fatigue strength of tubular welded connections in offshore floating platforms	1163-1168
Li, Lingzhen / Wang, Sizhe / Chen, Tao / Chatzi, Eleni / Heydarinouri, Hossein / Ghafoori, Elyas	Fatigue strengthening of cracked steel plates with bonded Fe‐SMA strips	380-384
Shojai, Sulaiman / Schaumann, Peter / Momber, Andreas / Ghafoori, Elyas	Fatigue stress concentrations analysis of real corroded steel structures based on replica imprints	2527-2533
Winkler, Matthias / Dürr, André / Herion, Stefan / Ladendorf, Philipp	Fatigue tests on connections of hollow sections made of high‐strength steel with shape‐optimized gusset plates	2429-2434
Maljaars, Johan / Pijpers, Richard / Veljković, Milan / van Dooren, Frank	Fatigue verification of orthotropic bridge decks with the hot‐spot method – Background to TS 1993‐1‐901	2564-2569
Vigneri, Valentino / Taras, Andreas	Feasibility study on stub and slender veneer‐wrapped steel columns	302-307
Žuvelek, Vlaho / Curkovic, Ivan / Lukačević, Ivan / Rajić, Andrea	Finite Element Analyses of Demountable Shear Connection in Cold‐Formed Steel‐Concrete Composite Beam Based on Experimental Data	213-219
Ding, Lu / Yongjiu, Shi / Dong, Liu	Finite Element Analysis on Flexural Bearing Performance of Innovative Closed Profiled Steel Sheeting‐Concrete Composite Slab	136-141
Wrzosek, Filip	Finite Element Modelling of a Transmission Steel Lattice Tower Based on LiDAR Point Cloud Data	1174-1178
Santos, Ana Francisca / Santiago, Aldina / Craveiro, Helder / da Silva, Luís Simões	Finite element study on the behaviour of free from damage connections under fire	2178-2183
Mei, Alessandro / Orlando, Maurizio / Salvatori, Luca / Thiele, Klaus	Fire‐Induced Collapse of Automated Rack‐Supported Warehouses	2167-2172
Rezaeian, Hooman / Andarini, Rhonita	Flexural behaviour of CFS stacked built‐up beams: experiments, finite element modelling and direct strength method	1989-1994
Rahnavard, Rohola / Craveiro, Hélder D. / Simões, Rui	Flexural resistance of Cold‐formed steel‐lightweight concrete (CFS‐LWC) composite beam	176-180
Ádány, Sándor / Schafer, Benjamin W.	A Fourier‐series numerical approach for the analysis of tubular members	1139-1144
Weissova, Michala / Kvočák, Vincent / Dubecký, Daniel / Vaňová, Patrícia	Four‐point bending test of composite beam with Concrete‐GFRP cross‐section	993-996
Hosseini, Anahita Sadat / Mokhtari, Fardad / Imanpour, Ali	A framework for multi‐element hybrid simulation of steel braced frames using model updating	825-830
Don, Rafaela / Balaskas, Georgios / Vulcu, Cristian / Hoffmeister, Benno	Full‐Scale Composite Moment‐Resisting Frame with Dissipative Bolted Connections under Monotonic Loads: Experimental versus Numerical Results	1356-1361
Balaskas, Georgios / Don, Rafaela / Vulcu, Cristian / Hoffmeister, Benno	Full‐Scale Steel Moment‐Resisting Frame with Dissipative Bolted Connections under Monotonic Loads: Experimental versus Numerical Results	1362-1367
Glienke, Ralf / Schwarz, Mathias / Meyer, Melanie Hagemann née / Seidel, Marc / Dörre, Maik	Further development of detail categories for bolt‐assemblies subjected to normal stress in steel constructions	1256-1262
Arrais, Flávio / Jandera, Michal	General method for I‐section stainless steel beam‐columns	2671-2676
Golea, Tudor / Bodson, Romain / de Ville de Goyet, Vincent / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	A generalised mechanical model for the characterisation of steel joints	1222-1227
Rodenburg, Jorrit D. / Hengeveld, Sjoerd T. / Wijnbeld, Bas M. M. / Maljaars, Johan	Generic method of local thickening in shell element FEM models for orthotropic bridge decks	2540-2545
Somodi, Balázs / Wassfee, Dhiaa / Kövesdi, Balázs	Geometric imperfection measurement on welded hybrid steel box‐section girders	601-606
Wen, Ce / Skiadopoulos, Andronikos / Lignos, Dimitrios G.	Geometric tolerances of welded connections with inelastic panel zones	1550-1555
Walport, Fiona / Chan, Hou Un / Gardner, Leroy / Nethercot, David A.	GMNIA‐based design of stainless steel structural systems	1579-1584
Eichler, Stefan / von Arnim, Mareike / Brätz, Oliver / Hildebrand, Jörg / Gericke, Andreas / Bergmann, Jean Pierre / Kuhlmann, Ulrike / Henkel, Knuth‐Michael	Heat management and tensile strength of 3 mm mixed and matched connections of butt joints of S355J2+N, S460MC and S700MC	1476-1482
Mansilla, Roberto / Espinós, Ana / Payá‐Faforteza, Ignacio / Odenbreit, Christoph / Romero, Manuel L.	High Temperature Push-out Tests on Demountable Shear Connectors of Steel-concrete Composite Beams	2074-2079
Zhao, Ming‐Shan / Chua, Guan‐Feng / Ding, Miao / Chiew, Sing‐Ping / Yang, Yi / Cong, Zhengxia / Ng, Yiaw‐Heong	High‐Performance Pre‐engineered Steel‐Concrete Composite Beams for Sustainable Construction – Mechanical Behaviour of the Full‐Scale Beams	34-39
Vulcu, Cristian / Hoffmeister, Benno / Bimbli, Dorina / Das, Rajarshi / Degée, Hervé	Hybrid Coupled Walls with Replaceable Shear Links: Technical Solution and Seismic Performance of a 3D Multi‐Story Building	2272-2277
Wu, Weijian / Rasmussen, Kim J. R. / Michel, Alexander / Stang, Henrik	Hybrid fatigue crack propagation analysis using damage and fracture mechanics methods	2582-2588
Skiadopoulos, Andronikos / Lignos, Dimitrios G. / Arita, Masaki / Hiroshima, Satoru	Hysteretic behaviour of welded connections with highly inelastic panel zones	1556-1561
Amani, Mozhdeh / Al‐Emrani, Mohammad / Khalili, Shahriar	Imperfection Sensitivity of Plastic Shear Buckling Behavior in Corrugated Web Stainless Steel beams	1793-1798
Kathirkamanathan, Lijithan / Sadowski, Adam / Seidel, Marc	Imperfections in realistic metal wind turbine support towers: a one‐at‐a‐time (OAAT) study	1093-1098
Abraham, Christoph / Stranghöner, Natalie	Improved Design Rules for Stainless and Carbon Steel Bolts Loaded in Tension and Shear	2618-2624
Kontoni, Denise‐Penelope N. / Ghamari, Ali / Omid, Mohamad Saeid Poor / Ilia, Georgios	Improving the behavior of semi‐supported steel plate shear walls using diagonal stiffeners	919-924
Voelkel, Justus / Bartsch, Helen / Feldmann, Markus	The influence of axial misalignment on the load‐bearing capacity of buttwelded joints	1428-1433
Thomas, Nadine / Mensinger, Martin / Ndogmo, Joseph	Influence of eccentric load introduction during launching with rockers using an elastomeric bearing	970-975
Köber, Helmuth / Stoian, Marina / Marcu, Ramona	The influence of hinged and rigid connections on the seismic behaviour of “Inverted Y” bracing systems	2406-2411
Kováč, Michal / Ároch, Rudolf	Influence of Imperfections in the Design of Crane Runway I‐Beams	1591-1596
Lapuebla‐Ferri, Andrés / Pons, David / Romero, Manuel L. / Gardner, Leroy	Influence of load and high temperature on the post‐fire behaviour of high‐strength structural steels	2120-2126
Saleem, Aleena / Tamura, Hiroshi / Katsuchi, Hiroshi	Influence of loading frequency on ULCF life of structural steel under variable surface roughness	2444-2450
Silwal, Shekhar / Mela, Kristo / Ma, Zhongcheng	Influence of Profiled Faces on the Overall Shear Performance of Strongly Profiled Sandwich Panel with Mineral Wool Core	1907-1912
Chesoan, Adriana / Stratan, Aurel / Ciutina, Adrian	Influence of reinforced concrete slab on the cyclic response of bolted shear links	2371-2376
Van Bogaert, Philippe / Van Staen, Gilles / De Backer, Hans	The Influence of Rib Distortion on the fatigue resistance of orthotropic plated bridge decks	2418-2422
Venneri, Greta Agata / De Matteis, Gianfranco / Brando, Giuseppe	Influence of semi‐rigid joints on the seismic performance of single‐storey steel frames	1440-1444
Steineck, Sonja / Lange, Jörg	Influence of Temperature on the Behavior of Sandwich Panels	16-21
Hofmann, Gloria / Kuhlmann, Ulrike	Influence of the geometry of butt welds and longitudinal attachments on their fatigue resistance	2435-2439
Afzali, Nariman / Jabour, Georjina / Stranghöner, Natalie / Langenberg, Peter	Influence of the Plate Thickness on Fracture and Impact Toughness of Duplex Stainless Steels	607-613
Jakab, Dominiq / Dinu, Florea / Neagu, Calin / Dubina, Dan	The influence of the steel beam‐concrete slab interaction on the robustness capacity of steel frames	2097-2102
Packer, Jeffrey	Innovations for Bolted RHS Column Splices	866-870
Izabel, David / Renaux, Thibault / Gelders, Tommy / Eizaguirre‐Iribar, Arritokieta / Lange, Jörg / Pradhan, Eric Man / Gervásio, Helena / Soares, José Hector / Martins, Cláudio / Spagni, Daniel / Brutin, Alexis / Chi, André / Huet, Valérie / Palisson, Anna / Olano‐Azkhune, Xabier / Prudor, Valérie	Innovative bio‐based steel envelope systems	501-508
Das, Rajarshi / Kanyilmaz, Alper / Couchaux, Maël / Degée, Hervé	Innovative hollow section column‐splice connections resorting to laser cutting	1533-1538
Das, Rajarshi / Morelli, Francesco / Zona, Alessandro / Hoffmeister, Benno / Vulcu, Cristian / Degée, Hervé	Innovative hybrid coupled wall systems to resist seismic action – HYCAD	2304-2309
Kontoni, Denise‐Penelope N. / Ghamari, Ali / Kheiri, Javad / Ilia, Georgios	An innovative I‐shaped low‐yield steel shear damper directly connected to the concentrically braced frame	925-929
Das, Rajarshi / Kanyilmaz, Alper / Madhouni, Mouad / Degée, Hervé	Innovative One‐way Connections between I‐beams and CHS columns	1539-1544
Rikken, Maarten / Csillag, Fruzsina / Sonneveld, Michelle / Gration, David / Gibson, Rupert / Montalbini, Gianmarco	Innovative orthotropic deck strengthening design for the Suurhoff lifting bridge	395-400
Zauchner, Paul / Kettler, Markus / Unterweger, Harald	Insights into the occurrence of transverse bending stresses in web plates of crane runway girders	1761-1766
Ludwig, Christian	Interaction Formulae for N‐My and N‐Mz and their Accuracy in Hollow Sections	2642-2647
Kühn, Annalena / Haugwitz, Christoph / Hinrichs, Jan / Kupnik, Mario / Lange, Jörg	Investigating the impact of thermal stresses on blistering effects in sandwich panels	22-27
Vogiatzis, Tzanetis / Efthymiou, Evangelos / Tsalkatidis, Themistoklis	Investigation of Wood‐Steel Composite Shear Walls Behavioural Parameters	243-247
Wang, Jian / Li, Zheng / Euler, Mathias	Investigation on shear buckling of steel welded I‐section beams with reinforced web openings	1754-1760
Stranghöner, Natalie / Paluska, Denis / Jungbluth, Dominik / Schaumann, Peter / Schierl, Christopher	Investigations into the yield‐controlled tightening method for steel constructions	1215-1221
Böhm, Noah / Vogelsberg, Achim / Kühn, Bertram	Investigations of the shear connectors and the load‐bearing behaviour of steel cross‐laminated timber composite beams	78-83
Roth, Jakob / Dürr, André / Mensinger, Martin / Rausch, Niclas	Investigations on the fatigue behaviour of welded cover plates with extended weld seams	2457-2462
Kövesdi, Balázs / Kollár, Dénes / Szabó, Bence / Dunai, László	Investigations on the historical Széchenyi chain bridge	1086-1092
Kuntsche, Ina / Lange, Jörg	Investigations on the material behaviour of weld seams for the use in finite element analyses	1422-1427
Wolters, Kevin / Rittich, Nils / Nonn, Jonas / Feldmann, Markus	Investigations on the system reliability of composite beams by transferring brittle and ductile Daniels systems to the shear connection	28-33
Fiorino, Luigi / Campiche, Alessia / Grzesik, Peter / Landolfo, Raffaele	In‐plane quasi‐static tests for the evaluation of seismic demand on Power Actuated Fasteners (PAF)	2356-2360
García, Ismael / López‐Colina, Carlos / Serrano, Miguel A. / Wang, Yong	I‐beam to RHS‐column joints with welded studs under cyclic loading	1228-1232
Madhouni, Mouad / Couchaux, Maël / Hjiaj, Mohammed / Kanyilmaz, Alper	I‐beam‐to‐SHS column moment resisting joints using passing‐through plates under opposite bending moments: numerical and analytical studies	1451-1457
Posada, Hector / Chacón, Rolando / Ramonell, Carlos	I‐Twin. Computational twin connectors for I‐profiles. Towards unforeseen interoperability of digital tools	445-451
da Silva, Luís Simões / Craveiro, Helder / Simões, Rui / Martins, Cláudio / Conde, Jorge	Large beam‐to‐column steel joint for the Dune Neutrino Experiment: experimental and numerical insights.	1413-1417
Mojtabaei, Seyed Mohammad / Yılmaz, Fatih / Becque, Jurgen / Hajirasouliha, Iman	Lateral performance of cold‐formed steel OSB‐sheathed stud wall panels	1965-1971
Beyer, André / Khelil, Abdelouahab / Bureau, Alain / Boissonnade, Nicolas	Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal	1691-1698
Vestman, Victor / García, F. Javier Jordán / Santamaría Caballero, Guillermo / Collin, Peter	Lateral trusses between I‐girders introducing torsional stiffness to a composite bridge in Guatemala	1049-1054
Ma, Di / Rasmussen, Kim / Zhang, Hao	Lateral‐torsional buckling experiments of built‐up section CFS beams	1947-1952
Vermeylen, Maxime / Bezas, Marios‐Zois / Crispin, Mathieu / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Lateral‐torsional buckling of beams made of mono‐symmetrical thin‐walled sections	1649-1654
Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed	Lateral‐Torsional Buckling of welded I‐members with flame‐cut flanges: Experimental and numerical studies	1608-1616
Al‐Lawati, Hussain / Al‐Balushi, Abdullah / Al‐Habsi, Abdulrahman	Length and Boundary Condition Effects in the Buckling of Cylinders Under Different Load Combinations	1773-1779
Hlal, Fatima / Amani, Mozhdeh / Nilsson, Peter / Hollberg, Alexander / Al‐Emrani, Mohammad	Life Cycle Cost and Life Cycle Assessment of Composite Bridge with Flat and Corrugated Webs	574-579
de Paula Filho, José Humberto / Zanon, Riccardo / Glorieux, Antoine	Life‐Cycle‐Assessment of a wildlife bridge: influence of the structural design on the carbon emissions	458-463
de Paula Filho, José Humberto / Guimarães, Leonardo / Guth, Jérôme / Marioni, Luca	Life‐Cycle‐Assessment of purlin systems: the influence of the low carbon high strength steels in CO₂eq. emissions	483-488
Dowswell, Bo / Vild, Martin	Linear buckling analysis in the design of bracket plates	1831-1836
Derks, Johannes	Linear elastic buckling of composite beams – An analytical engineering approach	1573-1578
Xiong, Zhihua / Pan, Zhenhua / Mou, Xulin / Liu, Xuyao	Live Load Structural Index study on Small and Medium Span Steel‐Concrete Composite Bridges	1071-1079
Bogdan, T. / Ergun, O. / Schurgacz, P. / Anwaar, O. M. / Rich, M. / Schäfer, M. / Knobloch, M. / Kurz, W.	Load bearing behavior of concrete encased composite columns with high‐performance materials	314-319
Langwieser, Martin / Ecker, Alexander / Unterweger, Harald	Load capacity of penstock manifolds subjected to increasing settlements at the vertical supports	1767-1772
Bezas, Marios‐Zois / Antonodimitraki, Sofia / Beyer, André / Anwaar, Muhammad‐Omer / Maesschalck, Jan / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Load carrying capacity of star‐battened angle members made of S460 steel in compression	1133-1138
Bogdan, T. / Rich, M. / Ergun, O. / Anwaar, O. M. / Schurgacz, P. / Kurz, W. / Schäfer, M. / Knobloch, M.	Load introduction for concrete‐encased steel composite columns using high‐performance materials	320-325
Paoletti, Maxence / Schäfer, Markus	Load transfer of circular reinforced composite dowel connector: a comparison of existing analytical equations	101-106
Brätz, Oliver / von Arnim, Mareike / Eichler, Stefan / Gericke, Andreas / Henkel, Knuth‐Michael / Hildebrand, Jörg / Bergmann, Jean Pierre / Kuhlmann, Ulrike	Load‐carrying capacity of MAG butt and fillet welded joints on high‐strength structural steels of grade S960QL and S960MC	587-594
Ungermann, Dieter / Kröger, Lisa	Load‐deformation behavior of injection bolts for maintenance of steel structures under dynamic loads	1190-1195
Yang, Zichang / Meng, Xin / Walport, Fiona / Gardner, Leroy	Local buckling behaviour of high strength steel tubular beams under moment gradients	1643-1648
Huang, Yanan / Yang, Lu / Liu, Meiyu / Xu, Kelong	Local buckling of WAAM stainless steel circular columns	775-780
Quan, Chunyan / Kucukler, Merih	Local buckling response and design of stainless steel hollow sections at elevated temperatures	2026-2031
Gamba, Antonio	Localised Fire Assessment of a Steel Structural Solution in a Pilot Building	2044-2048
Couto, Carlos / Real, Paulo Vila	Machine learning models for the ultimate strength of steel beams – influence of bending moment diagram	848-853
Mojtabaei, Seyed Mohammad / Becque, Jurgen / Khandan, Rasoul / Hajirasouliha, Iman	Machine learning‐based predictions of buckling behaviour of cold‐formed steel structural elements	843-847
Behzadi‐Sofiani, Behnam / Wadee, M. Ahmer / Gardner, Leroy	Major‐axis buckling of pin‐ended stainless steel equal‐leg angle section members: FE modelling and design	2625-2630
Uszball, Sara / Knobloch, Markus	Material characterisation tests of ultra‐high‐strength steels S960QL and S1100M under natural fire conditions	562-567
Filippidis, Achilleas / Sadowski, Adam J.	A MATLAB finite element toolbox for the efficient nonlinear analysis of axisymmetric shells	1735-1740
Sekiguchi, Minoru / Taniguchi, Nozomu / Kobayashi, Kaoru	Measures to Improve Seismic Resistance by Fuse Mechanism in Pier Structures	2249-2253
Santiago, Aldina / Crescenzo, Pasquale Nacchia / Craveiro, Helder / Latour, Massimo / Rodrigues, Dulce / Leitao, Carlos	Mechanical properties of S355 butt welds at elevated temperatures	2145-2150
Wang, Sizhe / Mohri, Maryam / Li, Lingzhen / Izadi, Mohammadreza / Jafarabadi, Ali / Pichler, Niels / Ghafoori, Elyas	Memory‐Steel for Smart Steel Structures: A Review on Recent Developments and Applications	949-958
Ghafoori, Elyas / Dahaghin, Hamid / Diao, Chenglei / Pichler, Niels / Li, Lingzhen / Ding, Jialuo / Ganguly, Supriyo / Williams, Stewart	Metal 3D‐Printing for Repair of Steel Structures	796-801
Hadjipantelis, Nicolas / Shah, Izhar H. / Walter, Lulu / Myers, Rupert J. / Gardner, Leroy	Metal additively versus conventionally manufactured structures – An environmental life cycle assessment	672-677
Ljubinković, Filip / Conde, Jorge Conde / Gervásio, Helena / da Silva, Luís Simões	Metrics for the assessment of structural design efficiency applied to steel‐framed industrial buildings	226-231
Liu, Xiaofan / Yan, Shen / Rasmussen, Kim J. R.	Miniature specimen tests and fracture model of heat affected zone material	2492-2497
Franz, Hannah / Chataigner, Sylvain / Dieng, Lamine / Rinke, Mario	Modal analysis of a riveted lattice beam for improved retrofitting operations	333-338
Sahin, Burak / Bravo‐Haro, Miguel Angel / Elghazouli, Ahmed Y.	Modelling and response of composite steel‐concrete members under cyclic loading	160-166
Der, Batuhan / Wald, František / Vild, Martin	Modelling of bolted joints in fire using the component‐based finite element method	2103-2107
Della Corte, Gaetano / Cantisani, Gaetano	Modelling of column base plate connections with plate stiffeners and non‐proportional loading	1305-1311
Maglio, Maria / Nastri, Elide / Piluso, Vincenzo / Sabatino, Simona / Sato, Atsushi	Moment Resisting Frames under the light of Japanese and European Codes	2654-2658
Georgantzia, Evangelia / Kashani, Mohammad M.	Monotonic and cyclic behaviour of 6082‐T6 aluminium alloy	2220-2225
Ene, Anna / Stratan, Aurel / Both, Ioan / Abrudan, Ovidiu	Monotonic and cyclic response of mild, stainless, and high‐strength steels, and their welded connections	595-600
Karpenko, Olena / Koetsier, Mathieu / Pavlović, Marko	Multiaxial fatigue analysis of circumferentially butt‐welded steel connection using fiber optic‐based distributed strain sensing	2595-2600
Corman, Adrien / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	New analytical approach for predicting the plastic shear resistance of the panel zone in steel joints	1524-1532
Ortega Cornejo, Miguel / Atanasio Utrilla, Pedro / Ugarte González, Jokin / Crespo, Kevin Rincón	New Boca del Cerro Bridge at Section 1 of the “Tren Maya” railway	1025-1030
Lehnert, Tobias / Graf, Tobias	New developments in heavy plates for offshore structures	1129-1132
Rahnavard, Rohola / Craveiro, Hélder D. / Simões, Rui	New fire resistance design approach for concrete‐filled cold‐formed steel (CF‐CFS) built‐up composite column	181-186
Zhou, Jingsheng / Yan, Shen / Zhang, Hao / Rasmussen, Kim J. R. / Deierlein, Gregory G.	A new generalised component method for predicting the full range behaviour of bolted bearing type joints	1368-1374
Ruff, Daniel C. / Eirich, Hans	Non‐Destructive Testing of Bridge Cables using MIT	1043-1048
Kozlowski, Aleksander / Kukla, Damian	Novel bolted steel joint to improve anti‐collapse resistance of steel structure	884-887
Hajdú, Gábor / Papp, Ferenc	Novel formula for the elastic critical moment of beams with corrugated web	1705-1710
Milovanović, Nemanja / Simões, Rui / Tankova, Trayana / Silva, Luís Carlos / Craveiro, Helder / Costa, Ricardo / da Silva, Luís Simões	Novel Hybrid Modular Construction System ‐ Structural Behaviour of Isolated Sub‐Frames	914-918
Vaszilievits‐Sömjén, Bálint / Papp, Ferenc	Novel method for the prediction of load bearing capacity of compressed C channels considering interaction of buckling modes	1930-1934
Chen, Man‐Tai / Zuo, Wenkang / Huang, Yuner / Cheng, Bin / Zhao, Jincheng	Novel Paradigm for Steel Joints in Gridshell Structures: from Structural Optimization to Advanced Construction	781-787
Lopez, Manuel / Loureiro, Alfonso / Gutiérrez, Ruth M. / Reinosa, José M.	Numerical analysis of the component column web in tension with additional plates: stiffness evaluation.	1233-1237
Cerqueira, Elisa / Eshaghi, Cyrus / Peres, Rita / Castro, José Miguel	Numerical assessment of the cyclic behaviour of structural steel members subjected to biaxial bending	2266-2271
Heng, Si Hwa / Hyland, David / Hough, Michael / McCrum, Daniel	Numerical Assessment of The Robustness of a Corner‐supported Modular Steel Building	2151-2156
Gunes, Sahin / Theofanous, Marios / Skalomenos, Konstantinos / Baniotopoulos, Charalampos	Numerical Behaviour of Blind‐Bolted Beam Connections to Square Hollow Sections with Different Infills	1338-1343
Mohabeddine, Anis / Malschaert, David / Creusen, Koen / Winkes, Jasper / Veljković, Milan	Numerical Fatigue Strength curve for the C1 Wedge Connection	1406-1412
Covi, Patrick / Tondini, Nicola	Numerical investigation of a steel tied arch bridge under fire loading	2086-2091
Tsalkatidis, Themistoklis / Rath, Lars Christoffer Haug	Numerical Investigation of a Sustainable Composite Connection	1211-1214
Offerman, Tom / Bompa, Dan V.	Numerical investigation of lateral behaviour of steel‐timber hybrid frames	470-476
Lewerenz, Camilla / Shirinzadeh, Mozhdeh / Stroetmann, Richard	Numerical investigations of the load‐bearing and fatigue behavior of orthotropic composite slabs for road bridges	220-225
Numanović, Mehmed / Knobloch, Markus	Numerical Modeling of Steel‐Concrete Composite Girders Exposed to Web Shear Buckling	1741-1747
Sulthana, Mashudha	Numerical studies on the torsional behavior of octagonal concrete‐filled linked double steel tubes	148-153
Ptiček, Marko / Skejic, Davor / Latour, Massimo / Rizzano, Gianvittorio	Numerical study on behaviour of T‐stubs with bolts in tapped holes	1244-1249
Lukas, Immo / Timmers, Ralph / Lang, Robert	Numerical study on the impact of longitudinal stiffeners ending within the buckling field	1723-1728
Silvestru, Vlad‐Alexandru / Deng, Zhikang / Taras, Andreas	On predicting the behaviour of an iron‐based shape memory alloy with the Ramberg‐Osgood model	551-556
Volz, Michael / Spannaus, Max / Nagel, Sven	On the assessment of non‐conformities. Is execution of steel structures a craft with zero defect tolerance?	1545-1549
Moscoso, Caridad / Kraus, Matthias	On the Capacity of Beams with U Cross Section Subjected to Bending and Torsion	1680-1685
Kroyer, Robert / Vigneri, Valentino / Taras, Andreas	On the load‐carrying behaviour of CSTC slim‐floor beams	262-267
Abu Reden, Ghaith A. / Ádány, Sándor	On the Optimal Shape and Placement of Longitudinal Stiffeners in Longitudinally Stiffened Plates	1805-1809
Gamba, Antonio	On the Reliability of a Numerical Travelling Fire Model	2049-2054
Van Bogaert, Philippe	Opening gates in flood protection barriers along the North Sea Coast	976-980
Weber, Ben / Meng, Xin / Nitawaki, Masashi / Gardner, Leroy	Optimisation and testing of simply‐supported WAAM beams	708-713
Damm, Jannis / Albiez, Matthias / Ummenhofer, Thomas	Optimisation of the damping properties of steel structures using adhesively bonded joints	2332-2337
Romana Andreacola, Francesca / Brando, Giuseppe	Optimization methods for the design of advanced 3d‐printed metal seismic dissipation devices	888-892
Ljubinković, Filip / Laím, Luís / Martins, João Pedro / Santiago, Aldina / da Silva, Luís Simões / Cândido, Nuno / Cordeiro, Luís	Optimized fire design for steel industrial sheds	2173-2177
Stroetmann, Richard / Wisnewski, Joachim / Mansperger, Tobias	Orthotropic composite slabs for road bridges	1013-1018
de Meijier, Felix / Tjepkema, Daan / van Es, Sjors / van Dooren, Frank	Out of the box strengthening design of steel box girder for an existing tied‐arch bridge	374-379
Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed	Out‐of‐plane flexural buckling design resistance of welded I‐members made of flame‐cut flanges	1617-1622
Van Ijselmuijden, Kees / van Schaik, Rik / Cornelissen, Lieuwe / de Leur, Merijn / Schakel, Dennis / Christensson, Pontus	Parametric design and dynamic analysis of a hybrid steel‐FRP bridge.	167-170
Mefleh, Wajdi / Kovács, Nauzika	Parametric study for Y‐shape perfobond shear connection	193-199
López‐Colina, Carlos / García, Ismael / Serrano, Miguel A. / Picallo, Diego G. / Vigón, Paula	Partially sleeved joints between hollow sections using self‐drilling screws.	439-444
Sayyareh, Shahin / Ummenhofer, Thomas / Odenbreit, Christoph	The pavilion “Petite Maison” of the European Cultural Capital Esch'22: A case study of circular economy benefits in steel construction	464-469
Rajić, Andrea / Lukačević, Ivan / Curkovic, Ivan / Žuvelek, Vlaho	Performance evaluation of cold‐formed steel spot weld connections	1959-1964
Plaitano, Francesco / Stratan, Aurel / Chesoan, Adriana / Nastri, Elide	Performance of short links with flush and extended end plate connections using FEM analysis	2350-2355
Kenéz, Ágnes / Joó, Attila László	Performance‐based wind engineering assessment of a telecommunication mast	1099-1104
Nitawaki, Masashi / Ishii, Daigo	The plastic deformation capacity of the structural system for thin‐web steel beam reinforced with stiffener plates	1603-1607
Kleppe, Svein‐Rune / Aalberg, Arne	Plate and stiffener buckling in transversely loaded steel panels	1003-1012
Manot, Hilke / Lienhard, Julian	Potentials of reusing steel skeleton structures from multistorey parking units for architectural applications	385-390
Georgiou, Gregory / Elkady, Ahmed	Predicting Flush End‐Plate Connections Response Using Artificial Neural Networks	802-806
Li, Lingzhen / Wang, Sizhe / Chatzi, Eleni / Motavalli, Masoud / Ghafoori, Elyas	Prediction of prestress level in steel structures strengthened by bonded Fe‐SMA strips	364-368
Bosco, Melina / Caragliano, Marco / D'Aniello, Mario / Landolfo, Raffaele / Rossi, Pier Paolo	Prediction of the cyclic rotation capacity of steel members with cold‐formed hollow cross‐section	1866-1870
Kraus, Michael A. / Müller, Andreas / Bischof, Rafael / Taras, Andreas	Predictive modelling and latent space exploration of steel profile overstrength factors using multi‐head autoencoder‐regressors	836-842
Mundó, Ignasi / Ichard, Mathieu / Caner, Ferhun / Mateo, Antonio	Predictive modelling of the cross‐sectional reduction of smoke extraction ducts under fire resistance test	2092-2096
Gracia, Javier / Gil, Beatriz / Bayo, Eduardo	Preliminary study of axial‐moment interaction diagrams for semi‐rigid end plate bolted connections	1381-1386
Makevičius, Lukas / Stranghöner, Natalie / Korbaj, Anas / Werner, Philipp / Kunde, Carsten / Thelen, Sebastian	Preloaded bolted connections with duroplastic gap filling materials	1196-1201
Sánchez‐Rodríguez, Ana / Lopez, Santiago / Makoond, Nirvan / Buitrago, Manuel / Riveiro, Belén / Adam, José M.	Preventing failure propagation in steel truss bridges	2206-2213
Svechnikov, Egor / Snijder, H. H. (Bert) / Maljaars, Johan / de Boon, Johan / Drenth, Eize	Probabilistic design life selection procedure for a steel bridge	477-482
Kompanets, Andrii / Leonetti, Davide / Duits, Remco / Maljaars, Johan / Snijder, H. H. (Bert)	Probability of detection curve for the automatic visual inspection of steel bridges	814-824
Dimopoulos, Christoforos	Progressive collapse analysis of steel frames via a nonlinear SDOF model	2189-2194
Gil, Beatriz / Goñi, Rufino / Fábregas, María / Bayo, Eduardo	Proposal and experimental verification of additive manufactured beam‐column connection designed by topological optimization	702-707
Krieglstein, Tim / Kühn, Bertram / Naujoks, Bernd	Proposal for the approach of torsional restraint by sandwich panels under uplifting loads	1842-1846
Krahl, Philipp / Kühn, Bertram	Proposal for the suitable choice of material to avoid brittle fracture on Jacket foundations	2451-2456
Skiadopoulos, Andronikos / de Castro e Sousa, Albano / Lignos, Dimitrios G.	Proposed residual stress model for hot‐rolled wide flange steel cross sections	1711-1716
Xu, Qingfeng / Hofmeyer, Herm / Maljaars, Johan / van Herpen, Ruud A. P.	A pyrolysis model for steel‐insulation sandwich building façade systems under fire	2161-2166
Chowdhury, Sharmistha / Arnold, Robert / Kraus, Matthias	Reassessment of Operating Engineering Steel Structures with the First Order Reliability Method and Bayesian Inference	2683-2688
Xin, Haohui	Recent progress in computational predictions on fatigue and fracture resistance of steel connection joints	2550-2557
Komon, Kazuki / Yamamura, Akihiko / Sakano, Masahiro	Recycled CFRP Plate Retrofitting using Adhesive and TRS for Steel Girders	232-236
da Silva, Luís Simões / Ljubinković, Filip / Janković, Milena / Silva, Catarina / Gervásio, Helena / Conde, Jorge / Tankova, Trayana	Reliability assessment of steel‐framed industrial buildings	854-859
Simoncelli, Marco / Zucca, Marco / Ghilardi, Matteo	Remote monitoring system for an onshore steel wind turbine	2606-2610
Janssens, Tom / Hesselink, Bert / Montijn, Jacques / de Kluijver, Erik / Mooijweer, Rik / Brands, Mack / van der Graaf, Patrick	Renovating the Van Brienenoord Bridge Steelwork in mechanical system of bascule bridge spanning 50m.	1065-1070
Zhao, Huatian / Shi, Gang	Research and outlook of steel beam‐to‐column joints retrofitted by welding haunches	413-416
Shi, Gang / Zhao, Huatian / Gao, Yang	Research on high‐performance steel structure with high‐strength steel column, ordinary‐strength steel beam, and low‐yield‐point steel BRB	645-649
Petukhovskaia, Iuliia / Saremi, Pooya / Lu, Wei / Puttonen, Jari	Residual Stresses in Cold‐Formed Square Hollow Sections of High Strength Steel	660-665
Elettore, Elena / Freddi, Fabio / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio	Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections	893-897
Obiala, Renata / Anwaar, Omer / Yang, Jie / Zanon, Riccardo	Review and outlook about the use of high strength steel in encased composite columns	276-280
Martinolli, Stefan / Kroyer, Robert / Taras, Andreas	Review of the damage equivalence factors for steel railway bridges in the Eurocodes	2576-2581
Wang, Youtian / Khan, Mahbub / Li, Dongxu / Uy, Brian / Thai, Huu‐Tai / Ngo, Tuan	A review on long‐term behaviour of steel‐concrete composite structures	268-275
Friedrich, Heinz / Misiek, Thomas / Pedro, José Oliveira / Ruff, Daniel C.	Revision of the standard EN 1993‐1‐11 and background information	2689-2695
Waldschmitt, Benedikt / Lange, Jörg	Robot supported Wire Arc Additive Manufacturing of Steel Columns	696-701
Swami, Gaurav / Thai, Huu‐Tai / Liu, Xuemei	Robustness analysis for composite multi‐storey modular buildings subjected to wind loads.	2038-2043
Candeias, Miguel / Obiala, Renata / Demonceau, Jean‐François / Dinu, Florea / Marginean, Ioan / Weynand, Klaus	Robustness evaluation and design of steel and steel‐concrete buildings according to current standards and recent research results	2108-2113
Studziński, Robert / Malendowski, Michał / Sumelka, Wojciech / Gajewski, Tomasz / Peksa, Piotr / Sielicki, Piotr W.	Robustness of Sandwich Panels Subjected to Blast Wave	1-4
Leonetti, Davide / de Munnik, Max / Kassing, Luuk / Khan, Danish / Moulin, Jean‐Francois / Snijder, Bert	Rotating bending fatigue behaviour and quasi‐static tensile properties of Wire Arc Additively Manufactured 308L stainless steel	732-738
Bittner, Lara / Vulcu, Cristian / Hoffmeister, Benno	Sandwich Panels as Building Envelope under In‐Plane Deformation: Experimental Program and Monotonic / Cyclic Response	1810-1815
Landolfo, Raffaele / Fiorino, Luigi	Second Generation of Eurocode 8: Seismic Design Rules for Cold‐Formed Steel Buildings	1978-1982
Poursadrollah, Arash / D'Aniello, Mario / Tartaglia, Roberto / Landolfo, Raffaele	Seismic assessment of the steel Moment Resisting Frame equipped with friction beam‐to‐column joints	871-876
Skarmoutsos, Georgios / Kuhlmann, Ulrike	Seismic behaviour of dissipative beam‐to‐column steel and steel‐concrete composite joints	2232-2237
Hu, Fangxin / Wang, Zhan	Seismic behaviour of high‐strength steel bolted extended end‐plate connections	639-644
Hu, Fangxin / Wang, Zhan	Seismic behaviour of high‐strength steel welded flange‐bolted web connections	650-654
Pasquali, Sara / Tondini, Nicola / Zanon, Gabriele	Seismic characterisation of aluminium fusible links in single‐storey steel buildings	1275-1280
Knoedel, Peter	Seismic Design of Non‐Structural Components in Industrial Facilities – a Discussion of the EC8 Approach	2286-2292
Farahi, Mojtaba / Freddi, Fabio / Latour, Massimo	Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure	2316-2320
Seol, Younghun / Lee, Kiwon / Park, Jaehan / Oh, Sanghoon	Seismic Performance Evaluation of Moment Resistance Connection by Load Velocity.	2310-2315
Cano, Pablo A. / Imanpour, Ali / Tremblay, Robert	Seismic Performance of Brace Middle‐Connection in Steel Concentrically Braced Frames with X‐Bracing	1344-1349
Morelli, Francesco / Natali, Agnese / Poggi, Gabriele / Salvatore, Walter	Seismic performance of hybrid coupled shear walls	2366-2370
Orgev, Ahmet Alperen / Selamet, Serdar / Vatansever, Cuneyt	Seismic Performance of Multistory Chevron‐braced Steel Structures with Yielding Beams	2238-2243
Kloft, Harald / Schmitz, Linus Paul / Babovic, Neira	Serial Uniqueness: Strengthening Standard Steel Profiles with WAAM Technology	792-795
Ntina, Maria I. / Efthymiou, Evangelos	Shape Memory Alloy‐Based Seismic Retrofit of an existing URM Building	417-422
Lukačević, Lazar / Krolo, Paulina / Bakran, Antonio / Palijan, Ivan	Shear Behaviour of Novel U‐connector in CFS Truss‐to‐Column Connection	1995-2000
Wang, Jian / Li, Zheng / Pasternak, Hartmut / Euler, Mathias	Shear Buckling Behavior of Tapered Steel Plate Girders with Sinusoidally Corrugated Webs	1787-1792
Cardoso, Hermano / Pupin, Luis Augusto	Shear Capacity of Channel Shear Connectors Applied in Composite Slabs with Profiled Steel Decking	255-261
Koh, Hyeyoung / Blum, Hannah B.	Shear connector design using data analytics approaches	831-835
Bogdan, Teodora / Degée, Hervé / Dragan, Dan / Obiala, Renata	Shear transfer at the steel‐concrete interface using different mechanical connectors	308-313
Rauch, Marion	Simplified approaches for material characterization – an alternative for advanced fatigue design methods	2412-2417
El Asri, Youssef / Denoël, Vincent / Couchaux, Maël / Hjiaj, Mohammed / Lukić, Mladen	Simplified method for the vibration comfort assessment of steel‐concrete floors induced by crowd‐rhythmic activities	2326-2331
Casafont, Miquel / Bové, Oriol / Marimon, Frederic / Ferrer, Miquel / Soltanalipour, Milad	Simplified nonlinear analysis of doubly corrugated cold‐formed steel arches	1918-1923
Jainih, Viliana / Choi, Jae Hyouk	Simplified Nonlinear Dynamic Analysis by Hexagonal Collapse Surface Model of Steel Frame Structure	2377-2380
Gkatzogiannis, Stefanos / Gantes, Charis	Simulation of Welding Residual Stresses in Large Structures – First Results of Thermal Analyses	1501-1506
Yang, Jincheng / Koetsier, Mathieu / Peeters, Tjeu / Wolter, Mees / Pavlović, Marko	Size effects on the structural behaviour of wrapped composite CHS joints	297-301
Pauli, Gesa / Kuhnhenne, Markus	Slotted lightweight steel sections for thermal improvement of building envelopes	1913-1917
Kollár, Dénes	Stability behaviour of sinusoidal corrugated web girders under fire conditions	2020-2025
Eshaghi, Cyrus / Mohabeddine, Anis / de Barros, Rui Carneiro / Romão, Xavier / Castro, José Miguel	Statistical evaluation of the influence of manufacturing tolerances on the flexural cyclic behavior of I‐shaped hot rolled steel beams	2278-2285
Tankova, Trayana / Veljković, Milan	Stiffening of slender plates using Wire Arc Additive Manufacturing	788-791
Sarou, Lynita / Couchaux, Maël / Hjiaj, Mohammed / Sire, Stéphane / Douroux, Jean‐François	Stiffness of L‐stubs loaded in compression	1293-1298
Studer, Patrick / Taras, Andreas	Strain‐hardening dependent cross‐sectional slenderness limits for the elastic resistance of steel beams	1661-1667
Kang, Seong‐Hun / Woo, Jong‐Hun / Shin, Kyung‐Jae / Lee, Woo‐Geun / Park, Hwa‐In	Strength Evaluation of Pipe‐Rack Connection Using Extended End Plate	1418-1421
Sato, Atsushi / Latour, Massimo / de la Peña, Amparo / Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Rizzano, Gianvittorio	Strength of connections between SHS columns and through plates	1470-1475
Jastrzębski, Kamil / Sleczka, Lucjan	Strengthening of axially compressed bars in lattice towers under load – experimental investigations	1105-1110
Golubiatnikov, Kirill / Wald, František	Stress range in the welded cruciform joint in the shell model using the Hot Spot Stress Method	2463-2467
Bonada, Jordi / Casafont, Miquel / Bové, Oriol / López, Ignasi	Structural analysis of rack upright frames under a pure compression load by means of a nonlinear Generalized Beam Theory analysis	1847-1852
Rzeszut, Katarzyna / Dybizbański, Maciej Adam	Structural behavior of sigma‐type thin‐walled cold‐formed steel beams reinforced with CFRP textile	11-15
Rust, Brian / Kästner, Thoralf / Stroetmann, Richard	Structural behavior of single‐sided welded HSS‐T‐joints with softening in the heat‐affected zone	520-526
Craveiro, Hélder D. / Rahnavard, Rohola / Santiago, Aldina / Laím, Luís / Simões, Rui	Structural behaviour of built‐up battened cold‐formed steel columns	1924-1929
Naik, Bishal / Madhavan, Mahendrakumar	Structural behaviour of Cold‐Formed Steel back‐to‐back welded sections subjected to longitudinal shear	2014-2019
Kim, Jinwon / Lee, Kyungkoo / Kim, Daehee	Structural performance evaluation of thin‐walled concrete filled steel tube column to reinforced concrete wide beam connection	90-94
Bock, Marina / Bawazeer, Junaid / Robinson, John / Theofanous, Marios / Skalomenos, Konstantinos	Structural performance of additive manufactured aluminum tubular stub columns	751-756
Kavoura, Florentia / Zhang, Yufei / Veljković, Milan	Structural Performance of Demountable Hybrid Floor Systems Under Monotonic and Cyclic Loading	423-427
Quan, Chunyan / Kucukler, Merih	Structural response and design of stainless steel hollow section columns at elevated temperatures	2032-2037
Bompa, Dan V. / Dance, George / Chira, Alexandru / Walker, Martin G. / Nagy, Zsolt	Structural response of hybrid timber ‐ cold formed steel floors	1853-1858
Guo, Xi / Kyvelou, Pinelopi / Ye, Jun / Gardner, Leroy	Structural Response of Wire Arc Additively Manufactured Steel T‐stub Connections	1312-1318
Blum, Hannah B. / Kraus, William	Structural Steel Fabrication with Mixed Reality	904-907
Safaeifaegh, Shervin / Zanon, Gabriele / Bursi, Oreste S.	Study of the Behaviour of S355 Welded Joints with CHS Columns and Through Beams	1513-1518
Shamlooei, Majid / Zanon, Gabriele / Brugnolli, Marco / Bursi, Oreste S.	Study of the effects of laser cutting processes on S235 structural steel	2521-2526
Ding, Yue‐Yang / Liu, Si‐Wei / Liu, Yao‐Peng / Chen, Wen‐Feng / Chan, Siu‐Lai	Study on Global Imperfection of Modular integrated Construction Structures for Second‐order Analysis	1629-1636
Debnath, Partha Pratim / Chen, Junbo / Varma, Amit H. / Chan, Tak‐Ming	Study on headed shear studs influencing the interfacial bond behaviour in CFST columns	72-77
von Arnim, Mareike / Eichler, Stefan / Brätz, Oliver / Hildebrand, Jörg / Kuhlmann, Ulrike / Bergmann, Jean Pierre / Flügge, Wilko	Study on load‐carrying capacity of MAG butt‐welded mixed connections with different steel strengths	1458-1463
Cheng, Yun / Yu, Xianglin / Shi, Yongjiu	Study on the fire performance of novel G550 galvanized steel‐concrete composite slabs	2139-2144
Li, Shuailing / Zhuge, Hanqing / Xie, Xu	Study on ultra‐low cycle fatigue fracture of thick‐walled steel bridge piers	2338-2343
Han, Xiao‐Zhou / Chan, Tak‐Ming	Swift‐Constructed Demountable Blind Bolt for Fast Execution and Disassembling of SHS Connection	428-433
Okui, Yoshiaki / Denda, Makoto / Kumaki, Kazuki / Sakuma, Satoshi	System redundancy of steel I‐girder bridges and proposal of a system factor for load rating	964-969
Li, Ying‐Lei / Huang, Ming‐Xian / Zhao, Xiao‐Ling	Tensile Behavior of Anchored Stainless Steel T‐Head Blind Bolts within Concrete‐Filled Steel Square Tubes	281-286
Yan, Rui / El Bamby, Hagar / Veljković, Milan	Tensile behaviour of welded S700 rectangular hollow section X‐joints	1519-1523
Kyvelou, Pinelopi / Spinasa, Athina / Gardner, Leroy	Testing and analysis of optimised wire arc additively manufactured steel trusses	726-731
Jamshiyas, Shadiya / Skalomenos, Konstantinos	Testing of a Novel Induction Heat Treated Steel Brace with Enhanced Buckling Behaviour	908-913
Maslak, Mariusz / Pazdanowski, Michal / Stankiewicz, Marek / Zajdel, Paulina	Testing of Post‐fire Brittleness for Certain Standard Duplex and Lean Duplex Stainless Steel Grades	514-519
Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro	Theory of Plastic Mechanism Control for Linked Column Frames	2244-2248
Jaamala, Lauri / Mela, Kristo	Towards a practicable GMNIA procedure in the footsteps of the Direct Design Method	2659-2664
Bours, Anna‐Lena / Winkler, Rebekka / Knobloch, Markus	Towards a stability verification of two‐span members based on experimental and numerical investigations	1699-1704
Steinhoff, Simon / Röscher, Stefanie / Knobloch, Markus	Towards an advanced fatigue assessment of welded steel joints with multiaxial stress states	2589-2594
Mubarack C K, Ali / Upadhyay, Akhil	Track‐Bridge Interaction: Influence of Transition Zone on the Stability of Continuous Welded Rail	1060-1064
Kastiza, Pelagia / Skalomenos, Konstantinos / Theofanous, Marios	A triaxiality‐dependent fracture model for hot‐rolled sections made of S355 steel	2570-2575
van Lookeren Campagne, Fé / Sonneveld, Michelle / van der Meer, Frans / Noteboom, Chris / Kavoura, Florentia	Truss bridge design with reclaimed steel elements by performing a stock‐constrained shape and topology optimisation	401-406
Sánduly, Annabella / Kelemen, Andrea / Nagy, Zsolt	Uncertainties in the structural design of the high‐bay cold storage warehouses	1899-1906
Ortega Cornejo, Miguel / Atanasio Utrilla, Pedro / Ugarte González, Jokin / Maroto, Alberto Suz	Urban Viaducts at Section 1 of the “Tren Maya” railway	187-192
Mantik, Justus / Glienke, Ralf / Denkert, Christian / Dörre, Maik / Vallée, Till / Fricke, Holger / Henkel, Knuth‐Michael	Use of adhesives in preloaded bolted connections for hot‐dip galvanised constructions	1325-1331
Yousefi, Amir M. / Samali, Bijan / Yu, Yang	Web Bearing Test of Cold‐Formed Austenitic Stainless‐Steel Channels Under Interior Loading	580-586
Thirunavukkarasu, Kajaharan / Alsanat, Husam / Poologanathan, Keerthan / Shanmuganathan, Gunalan / Perampalam, Gatheeshgar / Kanthsamy, Elilarasi / Muhammad, Rahman / Higgins, Craig	Web crippling behaviour and design of aluminium SupaCee sections	930-935
Begemann, Florian / Unglaub, Julian / Thiele, Klaus	Welding under service conditions ‐ Influence of different boundary conditions during welding	2601-2605
Athanasiou, Anastasia / Dakour, Mohamad / Tirca, Lucia / Stathopoulos, Ted	Wind hazard on earthquake damaged buildings	2394-2399
Arrè, Lidiana / Laghi, Vittoria / Palermo, Michele / Gasparini, Giada / Trombetti, Tomaso	Wire‐and‐Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot‐by‐dot rods	757-762
Pavlović, Marko / Veljković, Milan / Segeren, Maxim	Wrapped Composite Joints for Circular Hollow Section Structures	1179-1184

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Published on:
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