ce/papers - v. 4, n. 2-4 (September 2021)

Erschienen:	September 2021

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Erven, Maren / Lange, Jörg / Feucht, Thilo	3D‐Printing with steel of a bolted connection	825-832
Lange, Jörg / Feucht, Thilo / Erven, Maren	3D‐Printing with Steel ‐ Additive Manufacturing Connections and Structures	2-7
Feucht, Thilo / Waldschmitt, Benedikt / Lange, Jörg / Erven, Maren	3D‐Printing with Steel: Additive Manufacturing of a Bridge in situ	1695-1701
Vopatová, Kristýna / Cábová, Kamila / Židlický, Břetislav / Kuříková, Marta / Wald, František	Advanced Design of Steel to Timber Bolted Joints	886-891
Bjærre, Simon / Sørensen, Jesper W. / Polk, Henrik	Advanced fatigue verification method for record breaking bridges	279-282
Barros, Rafael C. / Silveira, Ricardo A. M. / Pires, Dalilah / Lemes, Ígor J. M.	Advanced Numerical Study of Composite Steel‐Concrete Structures at High Temperature	1421-1428
Cabrera, Manuela / Tizani, Walid / Mahmood, Mohammed	Analysis of EHB Joints to Concrete‐filled Steel Columns: Combined Failure in Tension	162-167
Bonada, Jordi / Casafont, Miquel / Roure, Francesc / Pastor, Maria Magdalena	Analysis of pallet rack beam members through a nonlinear GBT formulation with sectional constraints	457-464
Melhem, Abdul Qader / Elrafidi, Hussein	Analysis of tapered composite hybrid steel inverted T‐section beam models and RC flange	583-586
Wichtowski, Bernard / Hołowaty, Janusz	Analysis of Technological Cracks in Welded Joints of Railway Bridges	223-228
Bové, Oriol / Casafont, Miquel / Ferrer, Miquel / López‐Almansa, Francesc / Roure, Francesc	Analytical design method for the improvement of steel structures stability	2221-2224
Corman, Adrien / Demonceau, Jean‐François / Jaspart, Jean‐Pierre	Analytical model for the prediction of the plastic shear resistance of the panel zone in welded joints	995-1005
Muzeau, Jean‐Pierre / Silva, Loïc Da	APK: a network to improve the interest in steel construction	2364-2374
Lin, Hui / Hu, Ying / Qian, Song‐Ting / Sulaiman, Maher	Application of Continuous Strength Method in high strength steel sections	1612-1616
Vié, Dominique	Application of the Saint‐Venant theory to thin‐walled sections warping	495-504
Al‐Sabah, Salam / Laefer, Debra / Hong, Linh Truong / Huynh, Minh Phuoc / Le, Jia‐Liang / Martin, Tony / Matis, Pantelis / McGetrick, Patrick / Schultz, Arturo / Shemshadian, Mohammad E. / Dizon, Roseanne	Applications of digital manufacturing to steel frames: The Intermeshed Steel Connection	817-824
Ripsch, Benjamin / Henkel, Knuth‐Michael	Assembling bolted joints under water: influence of a surrounding medium on bolt preload and slip factor	131-140
Schönfeld, Larissa / Naujoks, Bernd / Ludwig, Christian	Assessment of the Imperfections for Plate Buckling of Unstiffened Plates	1814-1821
Ludwig, Christian	Assessment of the Interaction Conditions of I‐shaped Cross‐Sections	1085-1095
Langdon, Genevieve / Curry, Andrew / Shekhar, Vinay / Siddiqui, Aashir / Murray, Christopher / Klemperer, Chris	Attempts to improve on the V‐hull structural design for air‐blast loading applications	1499-1506
Aghoury, Mohamed El / Hanna, Maged / Ibrahim, Sherif / Elhalous, Rawan	Axial Compressive Strength of steel members made of cold formed angle sections	415-422
Choe, Lisa / Ramesh, Selvarajah / Zhang, Chao / Clifton, Charles	Behavior of Composite Floor Assemblies Subject to Fire: Influence of Slab Reinforcement	1353-1360
Fodor, Jovan / Schäfer, Markus	Behavior of downstand simply supported steel‐concrete composite beam applying friction based demountable shear connection	809-816
Fang, Han / Visintin, Phillip	Behavior of geopolymer concrete‐filled circular steel tube members	593-597
Mojtabaei, Seyed Mohammad / Becque, Jurgen / Hajirasouliha, Iman	Behaviour and Design of Cold‐Formed Steel Bolted Portal Frame Connections	432-437
Mohammed, Asif / Cashell, Katherine A.	Behaviour and design of duplex stainless steel CHS stub columns at elevated temperature	1663-1670
Behzadi‐Sofiani, Behnam / Gardner, Leroy / Wadee, M. Ahmer / Dinis, Pedro B. / Camotim, Dinar	Behaviour and design of fixed‐ended steel equal‐leg angle section columns	1096-1105
Curkovic, Ivan / Skejic, Davor / Dzeba, Ivica / Lukačević, Ivan	Behaviour of Composite Plate Shear Walls with Variable Column Stiffness	754-763
Yapıcı, Orhan / Theofanous, Marios / Dirar, Samir / Yuan, Huanxin	Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 1: Experimental Investigations	866-875
Yapıcı, Orhan / Theofanous, Marios / Dirar, Samir / Yuan, Huanxin	Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 2: Numerical Investigations	876-885
Alsamawi, Almoutaz bellah / Boumechra, Nadir	Behaviour of fully encased composite columns under cyclic loads	564-569
Al‐Dujele, Rana / Cashell, Katherine A.	Behaviour of rectangular concrete filled tubular flange girders under combined loading	551-557
Spremic, Milan / Gluhović, Nina / Jakovljević, Isidora / Marković, Zlatko	The Behaviour of Shear Anchors with Different Grout Properties	945-950
Weli, Sardasht S. / Gergely, Vigh László	Behaviour of Smart Steel Column‐Beam Connection Under Blast Loading	857-865
Skejic, Davor / Curkovic, Ivan / Garasic, Ivica / Cudina, Ivan / Dokšanović, Tihomir	Behaviour of Steel Tube Knee Joint Inserts used in Aluminium Portal Frames	174-181
Capone, Paolo / Latour, Massimo / D'Aniello, Mario / Babcsan, Norbert / Landolfo, Raffaele / Rizzano, Gianvittorio	Bending response of three‐layers sandwich panels with steel skins and aluminium foam core	1688-1694
Unterweger, Harald / Kettler, Markus / Zauchner, Paul	Bolted angle members in compression –new design model including joint stiffness	2191-2198
Alonso, Tomás Ripa / López‐de, Lucía / López, Abajo	The bottom triangular cell: an improvement for patch loading resistance in launched bridges	237-242
Nikesch, Philip / Pak, Daniel / Korte, Sebastian	Buckling analysis of tower shells under patch loading for self‐erecting wind energy plants	337-342
Mijušković, Olga / Žugić, Ljiljana / šćepanović, Biljana / Ćorić, Branislav	Buckling problems of patch loaded plates with and without stiffeners – analytical approach	2271-2276
Beyer, André / Bureau, Alain / Jaspart, Jean‐Pierre	Buckling resistance of compression members with back‐to‐back connected angle sections	2132-2139
Koulatsou, Konstantina G. / Chondrogiannis, Kyriakos‐Alexandros / Gantes, Charis J.	Buckling Verification of Manhole Area of Tubular Steel Wind Turbine Towers via Non‐linear Finite Element Analysis	261-268
Acun, Acuner	Cable structure design of suspension bridges through strand reduction method	311-317
García Rodríguez, Patricia / Cruz, Jesús Tomás Muñoz / Biedma García, Manuel / Flórez Llanos, Fernando / Martín Cañueto, Mariano	Challenges in the Design and Implementation of a Steel Beam Launcher for Precast Girders Assembly	2356-2363
Hadjipantelis, Nicolas / Weber, Ben / Gardner, Leroy	Characterisation of the anisotropic response of wire and arc additively manufactured stainless steel	1757-1766
Di Benedetto, Sabatino / Latour, Massimo / Rizzano, Gianvittorio	Chord failure resistance of 3D cut welded connections with CHS columns and through I‐beams	833-842
Naqvi, Shariq / Fu, Feng	Collapse Mechanism of a Space Structure Under Fire Conditions	1367-1370
Ehteshami Moeini, Milad / Razavi, S. Ali / Imanpour, Ali	Comparative Assessment of the Seismic Behavior of Reduced‐Core Length and Conventional Buckling‐Restrained Bracing Systems	1671-1677
Nagy, Zsolt / Kelemen, Andrea / Zaharia, Gelu / Bács, Béla	Comparative study between stressed skin effect of trapezoidal sheet and sandwich panel roof cladding	423-431
Cordova, Misael / Mahamid, Mustafa	Comparative Study of Steel Design Provisions Using AISC‐360, CSA S16, EC3, JSCE and AIJ‐2017	1056-1064
Laím, Luís / Craveiro, Hélder D. / Simões, Rui	Comparing Fire Behaviour of Restrained Cold‐Formed Steel Columns with Stiffened and Unstiffened Sections	473-480
Rezaeian, Hooman / Clifton, George Charles / Lim, James B. P.	A comparison between cyclic and monotonic behavior of composite diaphragm interfaces under high shear force	675-680
Bové, Oriol / Ferrer, Miquel / Lopez Almansa, Francesc / Roure, Francesc	Comparison Between Two Types of Seismic Tests of Racking Systems	1992-1998
Baharom, Shahrizan / Hosseinpour, Emad / Majdub, Mohamed S.	Comparison of HST and WO Shear Connector Behaviour in Composite Slim Floor	681-684
Bezas, Marios‐Zois / Demonceau, Jean‐François / Vayas, Ioannis / Jaspart, Jean‐Pierre	Compression Tests on Large Angle Columns in High Strength Steel	1523-1529
Carvalho, Tawany A. / Lemes, Ígor J. M. / Silveira, Ricardo A. M. / Dias, Luís E. S. / Barros, Rafael C.	Concentrated Approaches for Nonlinear Analysis of Composite Beams with Partial Interaction	715-722
Pereira, Miguel / Simões, Rui / Craveiro, Helder	Conception and design of high‐performance steel‐concrete composite slabs	706-714
Christou, Georgios / Hegger, Josef / Classen, Martin	Concrete fatigue of composite constructions with rib shear connectors	635-640
Hoang, Trung / Ádány, Sándor	Constrained finite element method with displacement mapping	465-472
Arrayago, Itsaso / Real, Esther / Gardner, Leroy / Mirambell, Enrique	The Continuous Strength Method for the design of stainless steel members under combined loading	1558-1564
Kechidi, Smail / Banks, Nigel / Iuorio, Ornella	Contribution of OSB Sheathing to Racking Capacity of Cold‐Formed Steel Frames	393-400
Wolters, Kevin / Christou, Georgios / Feldmann, Markus	Crack propagation and residual load‐bearing behavior of composite dowels – effects on the global behavior of composite girders under cyclic loading	657-665
Gutiérrez‐Urzúa, Fernando / Freddi, Fabio / Di Sarno, Luigi	Critical Comparison of Assessment Codes for Steel Moment Resisting Frames	1006-1015
Lange, Jörg / Groche, Peter / Schäfer, Stefan / Grimm, Sören / Moneke, Mathias / Reising, Jakob / Kehl, Marvin	Curved Sandwich Panels	803-808
Hamauzu, Shingo / Skalomenos, Konstantinos A.	Cyclic Behavior of Tubular Steel Columns with High Yield‐to‐Tensile Strength Ratio under Asymmetric Loading Protocols	2021-2028
Oliveira, Sara / Costa, Ricardo / Rebelo, Carlos / Silva, Luís Simões	Cyclic behaviour of steel beam‐to‐column joints and calculation tools	1974-1981
Chacón, Rolando / Martínez, Jean	Cyclic loading in vertical stainless steel links	1957-1964
McCrum, Daniel P. / Wrzesien, Andrzej M. / Simon, Jordan / Grimes, Michael / Broderick, Brian / Lim, James B. P.	Cyclic Performance of Cold‐formed Steel Moment Resisting Frames	1837-1843
Calotescu, Ileana / Bîrsan, Marius	Damage to transmission towers under thunderstorm winds	283-288
Tzimas, Angelos S. / Skalomenos, Konstantinos A. / Beskos, Dimitri E.	A Damage‐Controlled Behavior Factor (EC8) for Seismic Design of Steel Irregular Space MRFs	2029-2035
Toffolon, Andrea / Kraus, Michael A. / Taras, Andreas	Deep Learning based method for the prediction of the buckling resistance of SHS and RHS	1076-1084
Maslak, Mariusz / Pazdanowski, Michal	Deformations of steel end‐plate beam‐to‐column joint when subject to simulated steady‐state and transient‐state fire heating regimes	1223-1230
Fryer, Simon / Eckhart, Thomas / Nugent, Peter	Design and Construction of the Lille Langebro, Copenhagen	2382-2386
Tibolt, Mike / Bezas, Marios‐Zois / Vayas, Ioannis / Jaspart, Jean‐Pierre	The design of a steel lattice transmission tower in Central Europe	243-248
Vy, Son Tung / Mahendran, Mahen	Design of Built‐up Nested Cold‐formed Steel Channel Compression Members	530-539
Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila	Design of stainless steel elliptical hollow sections columns in case of fire: parametric study	1437-1446
Kleppe, Svein‐Rune / Aalberg, Arne / Eltvik, Liv	Design of stiffened plates subjected to axial compression and transverse load	318-328
Marcinowski, Jakub / Kołodziej, Sebastian / Błażejewski, Paweł	Design Recommendations of Steel Compressed Columns of Variable Cross Sections	1725-1729
Sieber, Lars / Urbanek, Ralf / Bär, Jürgen	Detection of short cracks in riveted connections using Lock‐In‐Thermography	1153-1159
Morales, Mariela Mendez / Becque, Jurgen	Determining the Yield Surface of a Metal Using Notched Strip Specimens: Geometry Optimization	1617-1623
Schaumann, Peter / Böhm, Manuela	Development and challenges of support structures for offshore wind turbines	18-24
Broschart, Yannick / Kurz, Wolfgang / Wolters, Kevin / Christou, Georgios / Claßen, Martin	Development of a new design approach for composite dowels positioned close to the concrete surface	598-605
Mercier, Charlotte / Khelil, Abdelouahab / Al Mahmoud, Firas / Blin‐Lacroix, Jean‐Luc	Development of a procedure for analysis and design of access scaffold	2124-2131
Korte, Sebastian / Pak, Daniel / Friehe, Mirko / Fontecha, Robert / Feldmann, Markus / Reese, Christian / Schmitz, Katharina	Development of a transition piece for a self‐erecting wind energy plant	329-336
Meza, Francisco J. / Baddoo, Nancy / Gardner, Leroy	Development of Flexural Buckling Rules for the New AISC Stainless Steel Design Specification	1537-1542
Brätz, Oliver / Henkel, Knuth‐Michael	Diffusible Hydrogen Concentration in Draw Arc Stud Weldments	2481-2487
D'Antimo, Marina / Latour, Massimo / Demonceau, Jean‐François	Dissipative joints under impact loadings	1377-1385
Vaszilievits‐Sömjén, Bálint	Distortional buckling of compressed cold‐formed lipped C channels via buckling mode shapes	2535-2541
Dubiel, Tomasz / Osetek, Mirosław / Majka, Monika	Distribution of the friction coefficient in the tension connections by the HV set using the combined method	189-196
Bicelli, Antonio / Landesmann, Alexandre / Camotim, Dinar / Dinis, Pedro	DSM Design of Cold‐Formed Steel Columns Failing in Flexural‐Torsional Modes at Elevated Temperatures	1272-1281
Makevičius, Lukas / Stranghöner, Natalie / Kunde, Carsten / Thelen, Sebastian	Duroplastic gap filling materials in preloaded bolted connections	197-202
Saufnay, Loris / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Economic benefit of high strength steel sections for steel structures	1543-1550
Almutairi, Fahad Falah / Tsavdaridis, Konstantinos Daniel	The Effect of Degree of Composite Action on Reduced Web Section (RWS) Connections	843-849
Pnevmatikos, Nikos / Konstandakopoulou, Foteini / Papavasileiou, Georgios / Papagiannopoulos, George / Broukos, Pantelis	The effect of rotational component of earthquake excitation on the response of steel structures	1887-1892
Saremi, Pooya / Lu, Wei / Puttonen, Jari / Pada, Dan / Kesti, Jyrki	The Effect of Steel Strength on the Behavior of a K‐Joint in a Slim‐floor Truss	2517-2526
Manai, Asma	Effect of weld residual stress on fatigue strength	2504-2507
Najafabadi, Esmaeil Pournamazian / Heidarpour, Amin / Raina, Sudhir / Arashpour, Mehrdad / Zhao, Xiao‐Ling	Effects of galvanization on the mechanical properties of high and ultra‐high strength steel tubes	1606-1611
Derler, Christoph / Unterweger, Harald	Effects of warping torsion on the buckling behaviour of slender box sections	2173-2182
Xu, Dongdong / Wang, Yuanqing / Ban, Huiyong / Liu, Xiaoling / Liu, Ming	The Elastic Buckling Coefficient of a Rectangular Longitudinally Profiled (LP) Steel Plate with All Edges Simply‐supported	2062-2067
Debnath, Partha Pratim / Chan, Tak‐Ming	Enhanced Composite Behavior of CFST with Blind‐Bolted Connections under Tensile Pull‐out Tests	65-72
Walport, Fiona / Gardner, Leroy / Nethercot, David	Equivalent bow imperfections for design by second order inelastic analysis	2068-2077
Bianchi, Gianluca / Nussbaumer, Alain / Oliveira Pedro, José J.	European traffic on road bridges and recalibration of damage equivalence factor for fatigue verification	1065-1075
Tarus, Iulia / Xin, Haohui / Veljković, Milan / Persem, Nicolas / Lorich, Laurent	Evaluation of material properties of 3D printed carbon steel for material modelling	1650-1656
Morel, Jean‐Michel / Creus, Juan / Gaillet, Laurent / Chatel, Vincent / Astic, Jean‐Yves	Evaluation of the Durability of Weathering Steel – Effects of environmentals changes on corrosion behavior of low alloyed steels.	1644-1649
Mowafy, Ahmed / Imanpour, Ali / Chui, Ying Hei	Evaluation of the Seismic Response of an Innovative Hybrid Steel‐Timber Structure	1864-1873
Aktuglu, Yesim Kamile	Examination of Structural System of Hales Turgus Vilnius Shopping Center, Constructed with Iron and Steel in 1906	2322-2324
Kraus, Matthias / Klaus, Martin / Wittor, Björn	Experimental Analyses on the Resistance of Tapped Blind Holes	141-147
Jordão, Alexandre Magnus / Scabbia, André Luiz Gonçalves / Silva, Valdir Pignatta	Experimental analysis of steel beams with fire resistant properties subjected to the ISO 834 Fire	1335-1342
Matos, Rui / Craveiro, Helder / Lopes, Tiago / Zanon, Riccardo / Tibolt, Mike	Experimental and numerical analysis of three‐point bending tests of steel beams with web holes	289-295
Nadjai, Ali / Alam, Naveed / Charlier, Marion / McGillighan, James / Vassart, Olivier	Experimental and Numerical Investigations on Steel Columns Compartment Subjected to Travelling Fires	1429-1436
Németh, Gábor / Kovács, Nauzika	Experimental and numerical investigations on steel‐concrete interaction of embedded corrugated web composite members	558-563
Bartsch, Helen / Pauli, Gesa / Eyben, Felix / Schaffrath, Simon / Feldmann, Markus	Experimental and numerical investigations on the rotation capacity of high strength steel beams	1630-1636
Bougoffa, Sabra / Durif, Sébastien / Mezghanni, Omar / Bouchaïr, Abdelhamid / Daoud, Atef	Experimental and Numerical Study of Compression Zone in Steel Connections	850-856
Xia, Yu / Yan, Xia / Gernay, Thomas / Blum, Hannah	Experimental and numerical study of the behavior of HSLA and DP cold‐formed high‐strength steels at elevated temperature	1264-1271
Oliveira, Sara / Costa, Ricardo / Rebelo, Carlos / Silva, Luís Simões	Experimental assessment of bolted T‐stubs under cyclic loading	1982-1991
Sirqueira, Alan S. / Vellasco, Pedro C. G. S. / Lima, Luciano R. O. / Silva, André T. / Rodrigues, Monique C.	An experimental assessment of hot‐rolled carbon and stainless steel equal legs angles under compression	1584-1588
Castanheira, Deborah S. / de Lima, Luciano R. O. / da S. Vellasco, Pedro C. G. / Cashell, Katherine A. / Gardner, Leroy	Experimental Assessment of Stainless and Carbon Steel Double‐Skin Tubular Stub Columns Filled with Recycled Aggregate Concrete	764-771
Laghi, Vittoria / Palermo, Michele / Silvestri, Stefano / Gasparini, Giada / Trombetti, Tomaso	Experimental behaviour of Wire‐and‐Arc Additively Manufactured stainless steel rods	2387-2392
Patra, Pratik / Sahoo, Dipti Ranjan / Jain, Arvind Kumar	Experimental Evaluation of Ductility of Bracing Members	937-944
Iuorio, Ornella / Kechidi, Smail / Banks, Nigel	Experimental investigation into the performance of cold‐formed steel walls sheathed with OSB and cement‐based panels	525-529
Andreotti, Roberto / Giuliani, Giulia / Tondini, Nicola / Bursi, Oreste S.	Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components	1881-1886
Tan, Jike / Wang, Yuhang / Tang, Qi / Wang, Weiyong / Su, Meini	Experimental investigation on fire resistance of CFST columns after earthquake	1483-1487
Gizejowski, Marian A. / Kozlowski, Aleksander / Stachura, Zbigniew	Experimental investigations of the flexural‐torsional buckling resistance: Steel rolled I‐section beam‐columns under moment gradient	2115-2123
Vlachakis, Konstantinos / Reygner, Sebastien / Tibolt, Mike / Vayas, Ioannis	Experimental investigations on rolled angle sections reinforced with CFRP plates	229-236
Kalkowsky, Florian / Glienke, Ralf / Blunk, Christoph / Dörre, Maik / Henkel, Knuth‐Michael	Experimental investigations on the design and execution of shear loaded blind rivet joints in steel lightweight construction	908-916
Nguyen, Cong‐Luyen / Lee, Chi‐King	Experimental study of flexural behaviour of high strength steel (HSS) ‐ Engineered Cementitious Composites (ECC) composite beam with profiled steel sheeting	781-786
Fric, Nenad / Mišković, Zoran / Budjevac, Dragan / Veljković, Milan	Experimental study of slip‐resistant connections under cyclic load	168-173
Wang, Lingling / Wang, Yongchang / Li, Guoqiang	An Experimental Study of the Effects of Crack and Detachment on Insulation Properties of Intumescent Coating	1507-1512
Durif, Sébastien / Bouchaïr, Abdelhamid / Al-Dafafea, Taher	Experimental study of various stiffened openings	1039-1047
Feber, Nina / Jandera, Michal / Rossi, Barbara / Kremen, Tomas	Experimental study of welded austenitic stainless steel I‐section beam‐columns	2255-2261
Xia, Yu / Li, Zhanjie / Schafer, Benjamin W. / Blum, Hannah	Experimental study on residual stresses of dual phase high‐strength cold‐formed steel angles	387-392
Horváth, Lászlo / Joó, Attila László / Lendvai, Anita	Experimental study on rotational restraint provided by sandwich panels at elevated temperature	1311-1316
Gashi, Ferit / Bontempi, Franco / Petrini, Francesco	Experimental Study on Steel Slit and Shear Panel for Seismic Resistance	2036-2043
Jiang, Yunhan / Li, Guoqiang / Chen, Chen / Wen, Ce / Zhang, Sixian	Experimental study on tensile behavior of blind bolt	100-109
Yamamoto, Masashi / Imagawa, Yusuke / Ohyama, Osamu	Experimental study on the shrinkage behaviour of steel concrete composite slab	795-802
Bozkurt, Mehmet Bakır / Topkaya, Cem	Experimental Validation of Detachable Links for Eccentrically Braced Frames	1874-1880
Kyprianou, Constantinos / Kyvelou, Pinelopi / Gardner, Leroy / Nethercot, David A.	Experiments on sheathed cold‐formed steel beam‐columns	377-386
Kalkowsky, Florian / Glienke, Ralf / Blunk, Christoph / Dörre, Maik / Henkel, Knuth‐Michael	Extension of the application limits of blind fasteners for joining high‐strength steels in metal lightweight construction	917-923
Ringas, Nikolas / Huang, Yuner / Becque, Jurgen	Fastener behaviour in sheathed light‐gauge steel stud walls under cyclic and monotonic actions	517-524
Ecker, Alexander / Unterweger, Harald	Fatigue design in penstocks – comparison of the nominal stress and structural stress method for common details	1126-1134
Hirai, Takahide / Saito, Shiro / Sakano, Masahiro	Fatigue durability of large‐sized trough rib ortho‐tropic steel deck for deck crack	1168-1171
Pedrosa, Bruno / Rebelo, Carlos / Correia, José / Veljković, Milan / da Silva, Luís Simões	Fatigue life of preloaded injection bolts in a bridge strengthening scenario – sensitivity analysis of fatigue life estimators	125-130
Röscher, Stefanie / Knobloch, Markus	Fatigue Life Prediction of Welded Girders with Flange Thickness Transitions and Cope Hole	1172-1182
Gong, Fengyan / Dürr, André / Bartenbach, Jochen	Favourable Steel Structures using High Strength Steels	1530-1536
Ma, Zhongcheng / Havula, Jarmo / Joo, Attila / Lendvai, Anita	FE Model Validation and Advanced Analyses of Steel Members with Steel Claddings at Elevated Temperatures	1203-1212
Vaňová, Patrícia / Kvočák, Vincent / Kožlejová, Viktória / Dubecký, Daniel / Kanishchev, Ruslan	FEM Analysis of Bridges with Encased Continuous Shear Connectors	731-735
Pimentel, Ricardo / Craveiro, Helder / Simões, Rui	Fire design of composite beams and slabs: practical design considerations according to Eurocode 4	1395-1402
Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila	Fire design proposal for members with cold‐formed lipped channel and sigma sections under compression	1447-1456
McCann, Finian / Wang, Di	Fire performance of connections between high‐strength steel tubular members	1255-1263
Farmani, Mohammad Amin / Du, Xingchen / Heidarpour, Amin / Zhao, Xiao‐Ling	Fire Testing of Grade 304 Stainless Steel Plate Material Under Transient‐state Conditions	1371-1376
Alali, Ahmed Abdulla / Tsavdaridis, Konstantinos Daniel	Flexural Behaviour of Prefabricated Ultra‐Shallow Steel‐Concrete Composite Slabs	787-794
Somodi, Balázs / Kövesdi, Balázs	Flexural buckling resistance of rectangular welded box section columns	2232-2241
Carlson, Ryne B. / Swanson, James A. / Rassati, Gian A. / Burns, Thomas M.	Flexural Strength of I‐Beams with Holes in the Tension Flange	892-899
Yang, Fei / Veljković, Milan / Cheng, Lu	Fracture simulation of fully and partially threaded bolts under tension	156-161
Maia, Élio / Real, Paulo Vila / Lopes, Nuno / Couto, Carlos	The General Method for the fire design of I‐section web‐tapered beams	1343-1352
Mavrakis, Georgios	Greece's new high‐speed railway line: Detailed design and construction engineering of bridge SG26	249-254
Dubina, Dan	High Strength Steel and Fuse Dissipative Solutions for Seismic Resistant Building Structures	25-33
Zinke, Tim / Hechler, Oliver / Rademacher, Dennis	Holistic Life‐Cycle Analysis of Bridge Solutions	2393-2402
Bihina, Gisèle / Zhao, Bin	Hot‐dip galvanizing of steel structural members: an alternative to passive fire insulation?	1317-1324
Pap, Zsuzsa B. / Kollár, László P.	Human Induced Vibration of Long Rectangular Steel and Composite Floors	1903-1909
El Jisr, Hammad / Lignos, Dimitrios G.	Hysteretic Behaviour of Shear Stud Connectors in Composite Steel Moment‐Resisting Frames	575-582
Azizi, Esmaeil / Stranghöner, Natalie	Imperfection sensitivity of unstiffened cylindrical shells under external pressure	1789-1796
Filipović, Aljoša / Dobrić, Jelena / Marković, Zlatko / Baddoo, Nancy	Imperfection sensitivity study of hot‐rolled and laser‐welded stainless steel angle columns	2183-2190
Nonn, Jonas / Feldmann, Markus	Imperfections of LTB tests with directionally true loading using the extended Southwell‐method	2215-2220
Gericke, Andreas / Drebenstedt, Karl / Kuhlmann, Ulrike / Henkel, Knuth‐Michael	Improvement of fatigue strength in heavy steel constructions through arc brazing	1118-1125
Kor, Efecan / Ozcelik, Yigit	Incremental Dynamic Analysis of Concentric X‐Braced Frames Designed to the TBEC 2018	1999-2007
Tankova, Trayana / Pires, J. Norberto / Silva, Luís Simões	Industry 4.0 for Steel Construction: an Outlook	1730-1735
Sobrinho, Kelvin / da Silva, André T. / Rodrigues, Monique C. / Henriques, José A. / Lima, Luciano R. / Vellasco, Pedro C. G. Da	Influence of bearing coefficient in cold‐formed stainless steel bolted connection	148-155
Chrzanowski, Maciej / El Boueiz, Perla / Matos, Rui / Zillgen, Heiko / Even, Boris	The influence of driving imperfections on the water pressure resistance of HZ®‐M/AZ walls	2527-2534
Kästner, Thoralf / Stroetmann, Richard	Influence of energy input on the strength and hardness of welded joints	2472-2480
Riedel, Thomas / Sieber, Lars / Flederer, Holger	Influence of rivet clamping stress on fatigue crack growth behaviour	1145-1152
Stollwitzer, Andreas / Fink, Josef / Malik, Tahira	Influence of the ballasted track on the dynamic behaviour of steel railway bridges	2013-2020
Segura, Guillermo / Pournaghshband, Asal / Afshan, Sheida / Mirambell, Enrique	Influence of the degree of utilization on the structural behaviour of stainless steel frames subject to fire	1282-1288
Maier, Nadine / Mensinger, Martin / Ndogmo, Joseph / Tallushi, Enea	Influence on the buckling behaviour from imperfections of different launching bearings	255-260
da Silva, Luís Simões / Tankova, Trayana / Craveiro, Hélder David / Silva, Luís Carlos / Simões, Rui / Costa, Ricardo	Innovative 3D joint for steel modular construction	958-963
Soltanalipour, Milad / Ferrer, Miquel / Albareda, Albert / Marimon, Frederic / Casafont, Miquel / Iglesias, Gorka	Innovative shear transfer system for Concrete Filled Steel Tubes (CFST) in columns	723-730
Kraus, Matthias / Chowdhury, Sharmistha / Wudtke, Idna	Intelligent Steel Structures – Measurement‐Based Model Updating Concepts for Innovative Design Strategies	1021-1030
González‐de‐León, Isabel / Arrayago, Itsaso / Real, Esther	Interaction of geometric and material nonlinearities in stainless steel frames	2149-2157
Oribi, Sabrina Benyettou / Kada, Abdelhak / Lamri, Belkacem / Mesquita, Luis MR	Investigation of residual stresses on the fire resistance of unrestrained cellular beams	1386-1394
Pasternak, Hartmut / Li, Zheng / Jäger‐Cañás, Andreas	Investigation of the buckling behaviour of ring‐stiffened cylindrical shells under axial pressure	2092-2097
Reinheimer, Jan / Lange, Jörg	Investigation of the Effects of an over‐elastic Preload on the load‐bearing Behavior of high‐strength Bolt and Nut Assemblies	119-124
Ntina, Maria / Sophianopoulos, Dimitrios	Investigation of the Seismic Performance of a Special Truss Moment Frame with SMAs Incorporated	1910-1916
Sehwail, Mohammad / Celikag, Murude	Investigation on Failure Mechanisms of Symmetric and Asymmetric Cellular Steel Beams	2308-2314
Mercier, Charlotte / Khelil, Abdelouahab / Al Mahmoud, Firas / Blin‐Lacroix, Jean‐Luc / Pamies, Alain	Investigations of initial imperfections of steel scaffold structures	351-357
Geers, Thorben / Hoffmeister, Benno / Heinemeyer, Christoph	Investigations on the influence of cold‐forming and associated residual stresses on the fatigue strength of thin‐walled details	505-510
Wang, Neng / Zhou, Feng / Xu, Haitao / Xu, Zhengyu	In‐plane Seismic Performance of SC wall to foundation connections	570-574
Dürr, André / Roth, Jakob	Large‐scale fatigue tests on thick walled circular hollow sections	1106-1112
Das, Rajarshi / Kanyilmaz, Alper / Degée, Hervé	Laser Cut passing‐through Open‐to‐CHS Beam‐to‐Column Connections	964-972
Mastropasqua, Augusto / Majowiecki, Massimo / Duarte, Claudio	Laser tube technology ‐ A new automation procedure in end‐preparation of CHS‐to‐CHS intersections welded by partial joint penetration (PJP): design, constructional and experimental remarks	2451-2458
Javidan, Fatemeh	Lateral Cyclic Performance of Hybrid Fabricated Beam‐Columns	1657-1662
Snijder, Hubertus H. / Ploegmakers, Dirk / Dekker, Rianne / Maljaars, Johan	Lateral torsional buckling of an I‐shaped hoisting spreader beam	2158-2165
Vild, Martin / Bajer, Miroslav / Barnat, Jan / Šabatka, Lubomír / Wald, František	Lateral‐torsional buckling of a stiffened beam with semi‐rigid joints	2086-2091
Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed	Lateral‐Torsional Buckling of beams with warping restraints at Supports	2262-2270
Stranghöner, Natalie / Makevičius, Lukas / Henkel, Knuth‐Michael / Glienke, Ralf / Dörre, Maik	Loss of preload in preloaded bolted connections over the service life	110-118
Nguyen, Tien Minh / Rodier, Anthony	Macro‐modelling of 3D tubular column‐to‐truss beam joints	924-928
Kyvelou, Pinelopi / Slack, Harry / Buchanan, Craig / Wadee, M. Ahmer / Gardner, Leroy	Material testing and analysis of WAAM stainless steel	1702-1709
Yamaguchi, Eiki / Amamoto, Takuya	Mechanical Behavior of Steel Bridge Deformed by Collision	296-300
Murakawa, Tomonori / Takahashi, Yusuke / Imagawa, Yusuke / Ohyama, Osamu	Mechanical Properties and Resistance Coefficient of Carbon Steel during Fire	1403-1410
Takahashi, Yusuke / Imagawa, Yusuke / Ohyama, Osamu	Mechanical Properties of Steel–Concrete Composite Girder Subjected to Thermal History due to Fire	1361-1366
de Cisneros, Juan José Jiménez / Berrospi, Giovani / Cook, Víctor	Meshless numerical simulation of steel connections: application to the T‐stub component	973-980
Camotim, Dinar / Martins, André D. / Dinis, Pedro B. / Young, Ben / Chen, Man‐Tai / Landesmann, Alexandre	Mode Interaction in Cold‐Formed Steel Members: State‐of‐Art Report	34-64
Cantisani, Gaetano / Della Corte, Gaetano	Modelling issues and pushover response of singlestory older steel buildings	1932-1941
Sønstabø, Johan Kolstø / Faksvåg, Kristian Ullern / Jakobsen, Lars Omland / Clausen, Arild Holm	Modelling of Stainless Steel AISI 316L in Finite Element Simulations	1589-1598
Vigneri, Valentino / Odenbreit, Christoph / Lam, Dennis / Hanus, Francois	Modified strut and tie model of headed stud shear connectors in open trough profiled sheeting for predicting the post‐cracking load bearing resistance	627-634
Xu, Qingfeng / Hofmeyer, Herm / Maljaars, Johan	Multi‐scale bolt connection model for thermomechanical simulations	1297-1303
Piculin, Sara / Može, Primož	New Design Proposal for Stiffened Curved Plates under Compression	1805-1813
Pourostad, Vahid / Kuhlmann, Ulrike	New development of design rules for girder with non‐rectangular slender web	1797-1804
Hicks, Stephen J. / Braun, Matthias / Marković, Zlatko / Way, James	New Eurocode 4 design rules for shallow floor construction	1016-1020
Zanon, Riccardo / Seidl, Günter / Rademacher, Dennis	New ideas for steel‐concrete composite bridges overpassing highways – VFT‐RS technology	269-278
Sahm, Daniel / Pak, Daniel / Fritzen, Claus‐Peter / Dreisbach, Anna‐Lena / Dietrich, Gerhard / Yokaribas, Volkan	Non‐destructive damage detection on welded threaded bolts based on electromechanical impedance spectra	203-209
Anwaar, Omer / Schäfer, Markus / Zhang, Qingjie	Non‐linear Analysis of Circular Composite Columns	691-699
Gandelli, Emanuele / Weber, Felix / Chernyshov, Sergey / Distl, Johann / Taras, Andreas	Novel adaptive steel hysteretic damper for an enhanced seismic structural performance	2008-2012
Cheng, Lu / Xin, Haohui / Veljković, Milan	Numerical analysis of ring flange connection with defined surface area	182-188
Damian, Kukla / Aleksander, Kozłowski / Tomasz, Siwowski	Numerical analysis of steel double side joints with flush and extended end plate under accidental situation	77-84
Toporiš, Matej / Može, Primož	Numerical analysis of the influence of curling on the strength of connections with one bolt	951-957
Kazakov, Konstantin / Stoyanov, Chavdar / Partov, Doncho / Kantchev, Vesselin	Numerical analysis of the stress‐strain behaviour in statically determinate composite steel‐concrete beam after 100 years creep phenomena process using Volterra Integral Equations	1183-1190
Possidente, Luca / Tondini, Nicola / Battini, Jean‐Marc	Numerical analysis of the torsional and flexural‐torsional buckling behaviour of compressed steel members at elevated temperature	1239-1245
Durif, Sébastien / Bouchaïr, Abdelhamid / Lopes, Nuno	Numerical and analytical study of intermediate web‐post buckling	1048-1055
Shamass, Rabee / Guarracino, Federico	Numerical and Theoretical Modelling of the Web‐Post Buckling of Stainless Steel Cellular Beams	1551-1557
Ibáñez, Stalin / Kraus, Matthias	A Numerical Approach for Plastic Cross‐Sectional Analyses of Steel Members	2098-2106
Nogueira, Mateus M. / Lima, Luciano R. O. / Vellasco, Pedro C. G. S. / Young, Ben	Numerical assessment of stainless steel tubular T‐joints subjected to brace and chord axial forces	2495-2503
Souza, Keila L. / da Silva, André T. / Henriques, José / Vellasco, Pedro C. G. / Rodrigues, Monique C.	Numerical evaluation of tubular perfobond shear connectors	666-674
Ergun, Ozgun / Schäfer, Markus	Numerical investigation for the design of rectangular concrete encased steel composite columns	606-613
Lendvai, Anita / Joó, Attila László	Numerical investigation of instabilities of steel members restrained by sandwich panels at elevated temperature	1231-1238
Mohabeddine, Anis / Correia, J. A. F. O. / Castro, J.M / Montenegro, P. / de Jesus, A. M. P. / Calçada, R. A. B.	Numerical investigation on the fatigue life of non‐cracked metallic plates repaired with bonded CFRP	1135-1144
Ungureanu, Viorel / Luka•ević, Ivan / Both, Ioan / Dubina, Dan	Numerical investigations on built‐up cold‐formed steel beams for long spans	2277-2284
Almatrafi, Meshal / Theofanous, Marios / Dirar, Samir / Bock, Marina	Numerical Modelling and Optimisation of Cold‐Formed Steel Purlins	448-456
Boukhalkhal, Said Hicham / Ihaddoudène, A. Nacer T. / Costa‐Neves, Luis F. / Madi, Wafa / Vellasco, Pedro CG / Lima, Luciano	Numerical modelling of CFST column to I beam end plate joints	989-994
Baldassino, Nadia / Zandonini, Riccardo / Zordan, Marco	Numerical models for the analysis of shear walls in light steel residential buildings	358-366
Martins, André Dias / Camotim, Dinar / Gonçalves, Rodrigo / Dinis, Pedro Borges	Numerical Simulation and Design of Stainless Steel Columns under Elevated Temperatures	1465-1474
Zografopoulou, Kalliopi / Mistakidis, Euripidis	Numerical simulation of damage patterns in the plastic hinge area of fire protected (SFRM) steel beams and its effect on their fire resistance	1475-1482
Eid, Nathalie / Joó, Attila László	Numerical simulation of ultra‐lightweight concrete encased cold‐formed steel structures	407-414
Dai, Xianghe / Lam, Dennis / Sheehan, Therese / Yang, Jie / Zhou, Kan	Numerical Study of Composite Steel Cellular Beam System Using Demountable Shear Connectors	736-743
Ehteshami Moeini, Milad / Razavi, S. Ali / Yekrangnia, Mohammad / Khaloo, Alireza	Numerical Study on An Innovative Elastomeric‐Steel Cushion Damper	1719-1724
Lukačević, Ivan / Ungureanu, Viorel / Valčić, Anđelo / Curkovic, Ivan	Numerical study on bending resistance of cold‐formed steel back‐to‐back built‐up elements	487-494
Liu, Yu / Huang, Shan‐Shan / Burgess, Ian	A numerical study on the structural performance of a ductile connection under fire conditions	1196-1202
Covi, Patrick / Tondini, Nicola / Korzen, Manfred / Tsionis, Georgios	Numerical‐experimental analysis of a braced steel frame subjected to fire following earthquake	1304-1310
Palotás, Bálint / Takács, Patrik / Fink, Josef	On the Load‐Bearing Behaviour of the Steel‐Concrete‐Steel Composite (SCSC) Plate	648-656
Jäger‐Cañás, Andreas / Li, Zheng / Pasternak, Hartmut / Taras, Andreas	On the resistance of arbitrarily ring‐stiffened welded bins subject to axial compression	1767-1773
Chacón, Rolando / Puig‐Polo, Càrol / Real, Esther	On the use of systems for tests on stainless steel members and frames aimed at interoperability	2299-2307
Zhang, Ruizhi / Gardner, Leroy / Meng, Xin / Buchanan, Craig / Matilainen, Ville‐Pekka / Piili, Heidi / Salminen, Antti	Optimisation and compressive testing of additively manufactured stainless steel corrugated shells	1829-1836
Pieroni, Ludovica / Elettore, Elena / Freddi, Fabio / Latour, Massimo	Optimised Strategies for Seismic‐Resilient Self‐Centring Steel Moment Resisting Frames	2052-2061
Mojtabaei, Seyed Mohammad / Hajirasouliha, Iman / Becque, Jurgen	Optimized Design of Cold‐Formed Steel Elements for Serviceability and Ultimate Limit States	481-486
Sieber, Lars / Flederer, Holger	Optimized welding processes for the repair and strengthening of structures made of old mild steels	2434-2441
Šorf, Marek / Jandera, Michal	Parametric study of stainless steel slender I‐section beams	2166-2172
Zhang, Qingjie / Schäfer, Markus	Partial shear diagram of slim‐floor beams	685-690
Kovacevic, Sasa / Ceranic, Aleksandar / Markovic, Nenad	Patch load resistance of longitudinally stiffened steel plate girders: A parametric study	2107-2114
Kalmykova, Svitlana / Wald, František	Peculiarities of resistance definition for welded offset T‐joint between RHS members	2465-2471
Lettieri, Annarosa / Elettore, Elena / Freddi, Fabio / Latour, Massimo / Rizzano, Gianvittorio	Performance‐based assessment of seismic‐resilient steel moment resisting frames equipped with innovative column base connections	1736-1746
Molkens, Tom / Cashell, Katherine A. / Malaska, Mikko / Alanen, Mika / Rossi, Barbara	Post‐fire behaviour of structural stainless steel	1411-1420
Lapuebla‐Ferri, Andrés / Pons, David / Romero, Manuel L.	Post‐fire ductility of reinforcing steel	1457-1464
Abebe, Zemenu / Shakil, Saani / Lu, Wei / Puttonen, Jari	Post‐Fire Mechanical Properties of Steel S900MC	1637-1643
Wang, Jie / Evernden, Mark / Chater, Ben / Pan, Jingbang	Printing imperfections – geometric patterns to improve resistances of 3D printed steel plates	1822-1828
Kettler, Markus / Unterweger, Harald / Derler, Christoph	A proposal for the local stresses in retrofitted crane runway girders due to eccentric wheel loading	1031-1038
Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio	Pseudo‐dynamic testing of a full‐scale two‐storey steel building with FREEDAM connections	1678-1687
Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Cavallaro, Giovanni Ferrante / Piluso, Vincenzo / Rizzano, Gianvittorio	Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections	2285-2294
Meza, Francisco J. / Becque, Jurgen	Pushing the Boundaries of Accuracy: Development and Calibration of an Imperfection Measuring Rig	511-516
Hickey, John / Broderick, Brian	Rapid Seismic Economic Loss Assessment for Steel Concentrically Braced Frames Designed to Eurocode 8	1856-1863
Backhouse, Andrew / Baddoo, Nancy	Recent developments of stainless steels in structural applications	2349-2355
Beyer, André / Gardner, Leroy / Meng, Xin / Taras, Andreas	Reliability assessment for the Generalized Slenderness based Resistance Method for circular and elliptical hollow sections	2140-2148
Petreski, Borjan / Gjorgjiev, Igor	Residual Drift Estimation for Moment Resisting Frames with Steel Degradation Properties	1917-1923
Hautala, Janne / Kangashaka, Iida / Malaska, Mikko / Pajunen, Sami	Resistance of partially protected steel beams in fire	1849-1855
Aquino, Giovani Jesus Berrospi / Alatrista, Gustavo Alberto Neira / Miranda, Walter Guillermo Loaiza / Aparcana, Carlos Alberto Juárez / Miranda, Jorge Hernán Alencastre / de Cisneros Fonfría, Juan José Jiménez	Resistance prediction of laminates, fillet‐welded and full penetration‐welded bolted T‐stub connections	981-988
Yee, Shiou Shen / Kong, Kian Hau / Liew, J. Y. Richard / Dai, Ziquan	Response Behaviour of High‐Rise Modular Building under Wind and Seismic Loads	1747-1756
Ciman, Luca / Freddi, Fabio / Tondini, Nicola	A Retrofit Method to Mitigate Progressive Collapse in Steel Structures	1246-1254
Girão Coelho, Ana M. / Pimentel, Ricardo / Sansom, Michael	Reusability of existing structural steel	2403-2414
Kazem, Alireza / Matinrad, Pantea	A review of applied methods of optimization in steel structures	2315-2321
Drebenstedt, Karl / Kuhlmann, Ulrike	Re‐evaluation and extension of fatigue test data for welded attachments and butt joints	1160-1167
Torić, Neno / Burgess, Ian	Rheological modelling of high‐temperature stationary creep tests of Grade S275JR steel	546-550
Du, Yong / Li, Guo‐Qiang	The Role of Tendons for Fire Safety Design of Pre‐tensioned Steel Structures	1488-1498
Roberts, Michael J. / Davies, J. Michael	Rotational Stability of Plastic Hinges	2325-2334
Todea, Viorel / Dan, Daniel / Stoian, Valeriu / Florut, Sorin‐Codrut / Popescu, Dan‐Adrian	Seismic behaviour of composite steel‐concrete shear walls with central openings	1844-1848
Lemma, Melaku / Rebelo, Carlos / Silva, Luis	Seismic Design and Performance Assessment of Steel Frames Considering Joints' Behaviour	1965-1973
Piattoni, Quintilio / Freddi, Fabio / Zona, Alessandro / Leoni, Graziano / Dall'Asta, Andrea / Argentoni, Alessio	Seismic design of innovative steel frames with partially‐prefabricated infill walls	1893-1902
Bernuzzi, Claudio / Rodigari, Davide / Simoncelli, Marco	Seismic performance of MR steel frames via Incremental Dynamic Analysis	1924-1931
Kitahara, Takeshi / Ohtani, Yuka / Nagata, Kazutoshi	Seismic Performance of Steel Bridge Piers Corroded at Corners and Bottoms for Several Earthquake Motions	2044-2051
Elettore, Elena / Freddi, Fabio / Latour, Massimo / Rizzano, Gianvittorio	Seismic response of a steel resilient frame equipped with self‐centering column bases with friction devices	1710-1718
Ştefănescu, Bogdan Cătălin / Calotescu, Ileana	Seismic torsional effects on multi‐storey steel buildings	1942-1948
Shaheen, Mohamed A. / Foster, Andrew S. J. / Cunningham, Lee S. / Afshan, Sheida	Selecting Suitable Bolt Parameters to Achieve Ductility at Elevated Temperatures	1191-1195
Goggins, Jamie / Jiang, Yadong / Broderick, Brian M. / Salawdeh, Suhaib / O'Reilly, Gerard J. / Elghazouli, Ahmed Y. / Alwahsh, Hatim / Bogdanovic, Aleksandra / Rakicevic, Zoran / Gjorgjiev, Igor / Poposka, Angela / Petreski, Borjan / Markovski, Igor	Shake Table Testing of Self‐Centring Concentrically Braced Frames	1949-1956
Zanon, Riccardo / Yildiz, Sevilay / Obiala, Renata / Braun, Matthias	Shallow composite floor beams – Proposal of a simplified analytical method for standard fire rating	1325-1334
Aggelopoulos, Eleftherios / Schorr, Johannes / Kuhlmann, Ulrike	Shear resistance of concrete dowels in composite slim‐floor beams	772-780
Sousa Cardoso, Hermano / Martins, João Pedro / Silva, Luís Simões	Shear Strengthening of Slender Steel Beams Using Cold‐formed Stiffeners and Adhesives	2225-2231
Bendjahene, Chamseddine / Soltani, Rabah / Mahdjouba, Sadek	A simplified analytical model for a T‐stub component with preloaded bolts	85-91
Santos, Gabriel / Gardner, Leroy	Simplified and advanced design for stainless steel members under concentrated transverse loading	1513-1522
Nastri, Elide / Montuori, Rosario / Piluso, Vincenzo / Todisco, Paolo	A Simplified Approach for Seismic Performances Estimation for Steel Moment Resisting Frames	2335-2340
Glorieux, Antoine / Cajot, Louis‐Guy / Hanus, Francois	Simplified design method for stiffened cellular beams against web‐post buckling	2207-2214
Tankova, Trayana / Silva, Luís Simões / Rodrigues, Filipe	Stability Design of High Strength Steel Beams	1624-1629
Zeybek, Özer / Topkaya, Cem / Rotter, J. Michael	Stability of Open‐Top Cylindrical Steel Tanks with Primary Stiffening Ring under Wind Loading	1781-1788
Kraus, Matthias / Crişan, Nicolae‐Andrei / Wittor, Björn	Stability Study of Cantilever‐Beams – Numerical Analysis and Analytical Calculation (LTB)	2199-2206
Korcz‐Konkol, Natalia / Iwicki, Piotr	Stabilizing forces in trapezoidal sheeting used as a part of the bracing system	2242-2248
Židlický, Břetislav / Jandera, Michal	Stainless Steel SHS and RHS Beam‐column Design Proposal	1575-1583
Kim, Seon‐Hu / Lee, Cheol‐Ho	Static Behaviour of High‐Strength Steel CHS T‐Joints under In‐Plane Moment Loading	1599-1605
Arrayago, Itsaso / Rasmussen, Kim J. R. / Real, Esther	Statistical data for system‐based reliability analysis of stainless steel structures with hollow sections	1565-1574
Zizi, Mattia / Vari, Alessandro / Colajanni, Piero / De Matteis, Gianfranco	Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation	2442-2450
Hansen, Anders Bau / Jönsson, Jeppe	Steel frames analyzed by use of advanced displacement mode‐based beam and joint elements	401-406
Červenka, Petr / Dolejš, Jakub	Steel FRC slab in compression in composite steel‐concrete frame joints	540-545
Denic, Uros / Spremic, Milan	Steel Structure Prediction Model for Fixed Roof Oil Tanks	2375-2381
López‐Colina, Carlos / Serrano, Miguel A. / Lozano, Miguel / Gayarre, Fernando L. / Suárez, Jesús M.	Stiffness of equal width welded I‐beam to RHS column connection	2459-2464
Kožich, Matyáš / Jehlicka, Petr / Kuříková, Marta / Wald, František / Bu, Xiao‐Ding / Packer, Jeffrey A. / Kabeláč, Jaromír	Strain Design Limit for Hollow Section Joints	2488-2494
Zauchner, Paul / Kettler, Markus / Unterweger, Harald	Strain measurements on rails of crane runway girders to predict accurate wheel loads	2415-2424
Ma, Zhongcheng / Havula, Jarmo / Mela, Kristo / Kesti, Jyrki	Structural Fire Analysis of One‐storey Steel‐framed Buildings with Steel Claddings	1213-1222
Bours, Anna‐Lena / Winkler, Rebekka / Knobloch, Markus	Structural member stability behaviour of steel channels	2078-2085
Hayashi, Takuro / Sato, Atsushi / Yoshioka, Shimpei	Structural performance evaluation of square hollow section column under compressive axial force with bending moment having different width‐thickness ratio	2341-2348
Mirza, Olivia / Hosseini, Seyedeh Maryam / Mamun, Mohammad Shafiqul / kuikel, kiran / Mashiri, Fidelis	Structural Performance of Blind Bolt Shear Connector under Static Loading	621-626
Mujdeci, Ayse / Bompa, Dan / Elghazouli, Ahmed	Structural performance of composite steel rubberised concrete members under combined loading conditions	641-647
Georgantzia, Evangelia / Bin Ali, Shafayat / Gkantou, Michaela / Kamaris, George S. / Kansara, Kunal / Atherton, William	Structural response of aluminium alloy concrete filled tubular columns	614-620
Ohmura, Kohei / Imagawa, Yusuke / Ohyama, Osamu	Structural Study of Steel‐Concrete Double Composite Girder Bridge	700-705
Zanon, Gabriele / Bursi, Oreste S. / Bison, Paolo / Valli, Alberto	Study of behaviour of S235‐S460 structural steel elements cut using laser processes	1113-1117
He, Jian‐Wei / Zhao, Lei / Liu, Yao‐Peng / Chan, Siu‐Lai	Study of Second‐order Effects of Steel Posts Supporting Rockfall Flexible Barriers	2249-2254
Baldassino, Nadia / Zandonini, Riccardo / Zordan, Marco	Study of the shear behaviour of floor diaphragms in light steel residential buildings	367-376
Soltanalipour, Milad / Ferrer, Miquel / Marimon, Frederic	Study on the ductility of open‐rib and re‐entrant composite slabs	744-753
Orloff, Kenneth L. / Rassati, Gian A. / Swanson, James A. / Burns, Thomas M.	A Study on the Shear Lag Effects in Longitudinally Welded Connections Subject to Eccentricity	900-907
Gillott, Charles / Densley‐Tingley, Danielle / Davison, Buick	Sustainable Housing Provision: A Case for the Vertical Extension of Steel Framed Buildings	2425-2433
Vayas, Ioannis / Jaspart, Jean‐Pierre / Bureau, Alain / Tibolt, Mike / Reygner, Sebastien / Papavasiliou, Michalis	Telecommunication and transmission lattice towers from angle sections – the ANGELHY project	210-217
Ahmed, Inas M. / Tsavdaridis, Konstantinos Daniel	Testing a Prefabricated Ultra‐Shallow Composite Flooring System with Lightweight Concrete and Shear Studs	587-592
Reinosa, J. M. / Loureiro, A. / Gutierrez, R. / Lopez, M.	Threaded bar stiffening in semi‐rigid beam to column joints	73-76
Bihina, Gisèle / Durif, Sébastien / Bouchaïr, Abdelhamid / Saulnier, Véronique / Zhao, Bin	Timber encasement of steel structures as an alternative fire insulation	1289-1296
Bernuzzi, Claudio / Montanino, Andrea / Simoncelli, Marco	Torsional behaviour of thin‐walled members with regular perforation systems	343-350
Nedelcu, Mihai	Trigonometric series solutions for the geometric nonlinear analysis of the compressed thin plate	1774-1780
Đuričić, Đorđe / Marković, Zlatko / Janković, Milena / Lučić, Duško	Ultimate Strength of K‐joints in Lattice Structures Composed of Circular Hollow Sections (CHS)	2508-2516
Kuhlmann, Ulrike / Schmidt‐Rasche, Christina / Jörg, Fabian / Spiegler, Jennifer / Euler, Mathias	Update on the revision of Eurocode 3 – Evolution by improvement and harmonisation	8-17
Lehnert, Tobias / Merlin, Cécile / Gola, Jessica / Kühn, Bertram / Krieglstein, Tim	Use of thick, heavy plates for bridge construction	218-222
Szafran, Jacek	Using full‐scale tests results for designing of steel telecommunication towers	301-310
Stranghöner, Natalie / Jungbluth, Dominik / Abraham, Christoph	Weathering Impacts on the Tightening Behaviour of HV/HR‐Bolting Assemblies for Preloading	92-99
Almatrafi, Meshal / Theofanous, Marios / Bock, Marina / Dirar, Samir	Web Crippling Behavior of Sigma Purlins	438-447
Venslavavičiūtė, Raminta / Daniūnas, Alfonsas	Weight optimization of stainless‐steel built‐up structural elements	2295-2298
Szlendak, Jerzy K. / Szpyrka, Adrian	Yield load estimation of plug & play N type RHS truss connections	929-936

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ce/papers - v. 4, n. 2-4 (September 2021)

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Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.