ce/papers - v. 5, n. 4 (septembre 2022)

Publié:	septembre 2022

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Walport, Fiona / Zhang, Ruizhi / Meng, Xin / Gardner, Leroy	The Annealing Effect of Welding on the Strength of Cold‐worked Stainless Steel	541-546
Somodi, Balázs / Bärnkopf, Erzsébet / Kövesdi, Balázs	Applicable Equivalent Bow Imperfections in GMNIA for Eurocode Buckling Curves – in Case of Box Sections	563-567
Kroyer, Robert / Vigneri, Valentino / Taras, Andreas	Application of Fibre Optical Sensors in Push‐out Tests on Composite Steel Truss and Concrete Beams	867-873
Shaheen, Mohamed / Presswood, Rebecca / Afshan, Sheida	Application of Machine Learning to Predict the Mechanical Properties of High Strength Steel at Elevated Temperature	420-428
Sarfarazi, Sina / Shamass, Rabee / Della Corte, Gaetano / Guarracino, Federico	Assessment of Design Approaches for Stainless‐Steel Joints Through an Equivalent FE Modelling Technique	271-281
Nogueira, Mateus M. / de Lima, Luciano R. O. / da S. Vellasco, Pedro C. G. / Young, Ben	Assessment of Stainless Steel Tubular T‐joints Under Chord Sidewall Failure Mode by a Semi‐analytical Formulation	574-583
Sequeira, Luiz Eduardo Fernandes / Goncalves, Paulo Batista / Roehl, Deane	Assessment of the Elastoplastic Nonlinear Static and Dynamic Behavior of Guyed Antenna Towers Subjected to Cable Rupture	755-763
Lázaro, Lucy / Chacón, Rolando	Austenitic Stainless Steel EBF Subjected to Low and Extremely Low Cycle Fatigue	693-700
Feber, Nina / Jandera, Michal / Rossi, Barbara	Austenitic Stainless Steel I‐section Beam‐column Tests and Numerical Modelling	547-554
Ramonell, Carlos / Chacón, Rolando / Krenn, Burkhard / Puig‐Polo, Càrol	Automated Pipeline for the Analysis of a Scale‐reduced Steel Cable Net	1060-1066
Nascimento, Sérgio / Santos, Rafael / Pedro, José Oliveira	Behaviour of Plate Girders with Intermediate Transverse Stiffeners – Experimental Investigation	675-684
Wang, Fangying / Zhao, Ou / Young, Ben	Behaviour of S960 Ultra‐high Strength Steel Press‐braked Channel Sections	584-591
Yamaguchi, Eiki / Nakashima, Daisuke / Amamoto, Takuya	Bending Behavior of Deformed Steel Bridge Girder	79-83
Saufnay, Loris / Tibolt, Mike / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	The Beneficial Influence of the Roller‐straightening Process on the Bearing Capacity of Steel Columns	889-897
Li, Zheng / Pasternak, Hartmut / Geißler, Karsten	Buckling Analysis of Cylindrical Shells using Stochastic Finite Element Method with Random Geometric Imperfections	653-658
Maier, Nadine / Mensinger, Martin / Ndogmo, Joseph	Buckling Check with Consideration of an Eccentric Load Introduction during Launching	592-597
Pourostad, Vahid / Kuhlmann, Ulrike	Buckling Resistance of Longitudinally Stiffened Panels with Closed Stiffeners under Direct Longitudinal Stresses	330-339
Unterweger, Harald / Kettler, Markus / Zauchner, Paul	Calibrated Design Model for the Compression Capacity of Angle Members with Welded Joints Including Accurate Joint Stiffness	378-384
Masubara, Gustavo Yoshio / de Miranda Batista, Eduardo	CFS Columns Under Buckling Interaction: Direct Strength Method Generalised Approach	84-93
Manta, David / Gonçalves, Rodrigo / Camotim, Dinar	Combining Shell and GBT‐based Finite Elements – the Best of Both Worlds?	9-21
Lemes, Ígor J. M. / Lima, Pedro H. A. / Barros, Rafael C. / Silveira, Ricardo A. M. / Chiorean, Cosmin G.	A Complete Assessment of the Moment‐Curvature Relationship of Compressed Steel‐concrete Composite Cross‐sections	819-827
Gashi, Ferit / Bontempi, Franco / Petrini, Francesco	Component Test, Fracture Simulation and Experimental Study on Steel and Shear Panel for Seismic Resistance	708-713
Nonn, Jonas / Wilden, Vera / Feldmann, Markus	A Consistent Approach for Stability Verification of Steel Structures	1075-1083
Müller, Andreas / Taras, Andreas	Contribution to Lateral Torsional Buckling of Girders with Rotational Restraints	354-363
Piloto, Paulo A. G. / Khetata, Mohamed S. / Ramos‐Gavilán, Ana B.	Critical Temperature of Load Bearing LSF Walls Under Fire	490-499
Ma, Yang / Martinez‐Vazquez, Pedro / Baniotopoulos, Charalampos	The Curvature – Energy Relations in Buckling Analysis of Tubular Wind Turbine Towers	643-652
Gîrbacea, Ioan Andrei / Ungureanu, Viorel	Design Assisted by Finite Element of Z‐Purlins with Overlapping under Gravity Loading	117-124
da Silva, Luís Simões / Tankova, Trayana / Rodrigues, Filipe	Design Buckling Resistance of High Strength Steel Members	364-369
Murtaza, Hasan / Kucukler, Merih	Design of Steel Columns in Fire using Second‐order Inelastic Analysis with Strain Limits	484-489
Šorf, Marek / Jandera, Michal	Design Procedure for Stainless Steel Slender I Section Members in Bending	555-562
Jakovljević, Isidora / Spremic, Milan / Marković, Zlatko / Gluhović, Nina	Different Profiled Sheeting Configurations in Steel‐Concrete Composite Beams	795-799
Hulm, Felix / Kreutz, Johannes / Maier, Nadine / Mensinger, Martin / Ndogmo, Joseph	Dimensioning Aids for Stiffened and Unstiffened Plates According to Eurocode 3 Part 1‐5	635-642
Arrayago, Itsaso / Rasmussen, Kim J. R. / Zhang, Hao / Real, Esther	Direct Design of Stainless Steel Frames: Recommendations and Case Studies	506-514
Magisano, Domenico / Garcea, Giovanni	Direct Evaluation of the Sensitivity of the Nonlinear Critical Point to Geometrical Imperfections	94-99
Derler, Christoph / Unterweger, Harald	Distortion – Induced Fatigue Failure at Main Girders of a Railway Bridge – Strain Measurements in Service and Analyses Based on Fracture Mechanics	42-51
Filho, Elisson Bilheiro Ferreira / Landesmann, Alexandre / Camotim, Dinar	Distortional‐Global Interactive Failure and DSM Design of CFS Lipped Channel Columns at Elevated Temperatures	448-457
González‐de‐León, Isabel / Arrayago, Itsaso / Nastri, Elide / Real, Esther	Ductile Fracture Simulation of Stainless Steel Coupons Under Monotonic Tensile Forces	520-526
Silvestru, Vlad‐Alexandru / Ariza, Inés / Taras, Andreas	Ductility and Buckling Behaviour of Point‐by‐Point Wire Arc Additively Manufactured Steel Bars	226-234
Li, Guo‐Qiang / Lyu, Yi‐Fan / Wang, Yan‐Bo	Ductility and Strength of High‐strength Bolted Connections for High‐strength Constructional Steels	28-35
Fernandez‐Lacabe, David / Lopez, Claudio / Serna, Miguel Ángel	Elastic Lateral‐Torsional Buckling of Girders with Corrugated Web: Equivalent Section Properties Approach	344-353
Nakano, Tomoki / Ikarashi, Kikuo / Mitsui, Kazuya	Elastic Local Buckling Strength of Wide Flange Beams Web Subjected to End Moment and Distributed Load	941-947
Nedelcu, Mihai	An Elasto‐plastic Finite Element for the Analysis of Planar Steel Beams	974-979
Silvestru, Vlad‐Alexandru / Deng, Zhikang / Michels, Julien / Taras, Andreas	Enabling a Ductile Failure of Laminated Glass Beams with Iron‐Based Shape Memory Alloy (Fe‐SMA) Strips	948-956
de Salles, Guilherme / Taissum, Daniel / Batista, Eduardo	Energy‐based Equations for Local and Anti‐symmetric Distortional Modes of Lipped Channel Columns	161-169
Radwan, Mohammad / Kövesdi, Balázs	An Enhanced Design Approach for Global and Local Buckling Resistance of Welded Box Section Columns	898-905
Enders, Alexander / Kuhlmann, Ulrike	Experimental and Numerical Investigations on the Moment Capacity and Stability of Z‐shaped Steel Piles	300-308
Der, Batuhan / Wald, František	Experimental and Numerical Studies of Bolted Lap Joints at Elevated Temperature	204-209
Hegyi, Péter / Horváth, Lászlo / Dunai, László / Ghazi, Al‐Abedi Ahmed Mohammed	Experimental Investigation of Shear Effects in Ultra‐Lightweight Concrete Encased CFS Structural Members	143-150
Giuliani, Giulia / Andreotti, Roberto / Tondini, Nicola / Bonelli, Alessio	Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links	714-719
Jörg, Fabian / Bours, Anna‐Lena / Winkler, Rebekka / Kuhlmann, Ulrike / Knobloch, Markus	Experimental Studies on the Influence of Different Support Conditions and Structural Systems for the Lateral Torsional Buckling Behaviour of Steel Structures	309-319
Koh, Hyeyoung / Rosson, Barry T. / Blum, Hannah B.	Exploring Machine Learning for the Stability Analysis of Rotary‐straightened Steel Members with Multiple Stiffness Reduction Models	980-989
Fitzalan, Jake / Mashiri, Fidelis	Finite Element Analysis of Telecommunication Structure Reinforcement	1084-1091
Bougoffa, Sabra / Mezghanni, Omar / Durif, Sébastien / Bouchaïr, Abdelhamid / Daoud, Atef	Full Length Transverse Stiffener Under Compression	967-973
Peres, Nuno / Gonçalves, Rodrigo / Camotim, Dinar	GBT‐based Stability Analysis of Thin‐walled Members with Circular Axis	906-913
Maia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno	The General Method for the Fire Design of I‐section Web‐tapered Members	467-475
Chacón, Rolando / Ramonell, Carlos / Puig‐Polo, Càrol / Mirambell, Enrique	Geometrical Digital Twinning of a Tapered, Horizontally Curved Composite Box Girder Bridge	52-58
Chiorean, Cosmin G.	A Global Convergent Method for Strength Capacity Evaluation of Composite Sections Subjected to Fire	476-483
Richter dos Santos, Elisângela Arêas / Almeida de Sousa, Felipe / da Silva, José Guilherme Santos	Human Comfort Assessment of Steel‐Concrete Composite Floors Subjected to People Dynamic Loads	771-777
Azizi, Esmaeil / Stranghöner, Natalie	Imperfection Sensitivity of Cylindrical Shells Under Shear Loading	685-692
Böhm, Manuela / Schaumann, Peter	Imperfection Sensitivity of Large Cylindrical Shells Under Vacuum Considering Different Geometric Ratios	659-666
Stroetmann, Richard / Fominow, Sergei	Imperfections for the LTB‐design of Members with I‐sections	290-299
Bodea, Florin Liviu / Both, Ioan / Czechowski, Leszek / Jankoswki, Jacek / Kotełko, Maria / Ungureanu, Viorel	The Influence of Eccentricity on the Behaviour of Thin‐Walled Cold‐Formed Steel Members with Open Cross‐Sections under Compression	186-193
Kettler, Markus / Unterweger, Harald	Influence of Longitudinal Stiffeners on the Local Stresses in Crane Runway Girders ‐ Experimental and Numerical Investigations	598-605
Studer, Patrick / Taras, Andreas	Influence of Strain‐hardening on the Bending Strength and Rotation Capacity of Welded I‐section Beams	933-940
Studer, Patrick / Taras, Andreas	Influence of Strain‐hardening on the Load‐carrying Behaviour of Bearing Type Bolted Connections	218-225
Vigneri, Valentino / Kroyer, Robert / Taras, Andreas	Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams	828-835
Possidente, Luca / Tondini, Nicola	Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures	414-419
Segura, Guillermo / Arrayago, Itsaso / Mirambell, Enrique	Influence of Welded Joints Modelling on the Structural Response of Steel Frames under Fire Situation	439-447
Kraus, Matthias / Chowdhury, Sharmistha / Wudtke, Idna	Intelligent Steel Structures ‐ Model Updating Concepts for Innovative Design Strategies	1-9
Wang, Jian / Li, Zheng / Robra, Jörgen / Pasternak, Hartmut / Euler, Mathias	Investigation on Shear Buckling of Corrugated Web Beams with Reinforced Web Openings	628-634
Németh, Gábor / Kovács, Nauzika	Investigation the Ductility of Corrugated Embedded Shear Connectors Through Push‐out Tests	36-41
Ungermann, Dieter / Schweyher, Janik	Investigations on the Shear Capacity of Stainless Steel for its Use in Steel and Composite Bridge Construction	67-72
Röß, Rudolf / Schäfers, Michael / Mensinger, Martin / Ameri, Shaghayegh / Zehfuß, Jochen	Large Scale Buckling Tests of Bar Bundle Columns	537-540
Ziemian, Constance / Ziemian, Ronald	Lateral Bracing Stiffness Requirements for Systems of Parallel Compression Members	1052-1059
Vaszilievits‐Sömjén, Bálint	Local Buckling of Compressed Cold‐Formed Lipped Channels via Buckling Mode Shapes	178-185
Landolfo, Raffaele	Material Ductility and Buckling Behaviour of Eurocode‐compliant Cold‐formed Steel Hollow Columns	1-8
Tankova, Trayana / Zhu, Carlos / Branco, Ricardo	Material Properties for Wire‐and‐arc Additively Manufactured Steel	1092-1097
Jaspart, Jean‐Pierre / Corman, Adrien / Demonceau, Jean‐François	Mechanical Properties of the Component “Column Web in Compression” in Steel Beam‐to‐column Joints	242-250
Zhang, Ruizhi / Amraei, Mohsen / Piili, Heidi / Gardner, Leroy	Microstructure, Mechanical Properties and Cross‐sectional Behaviour of Additively Manufactured Stainless Steel Cylindrical Shells	568-573
Carvalho, Carlos / Prola, Luís	Moment Resistance Analysis of Thin‐walled Stiffened Sections by the Alternative Method of EN1993: Part:1‐3	135-142
Bezas, Marios‐Zois / Jaspart, Jean-Pierre / Vayas, Ioannis / Demonceau, Jean-François	New Consistent Set of Design Equations for Equal‐leg Angle Sections and Members	874-881
Moreira, Rodrigo Falcão / Castro, José Miguel / Varum, Humberto	A New Displacement‐based Design Procedure for the Retrofitting of RC Buildings with Steel Braces	729-737
Hicks, Stephen J. / Braun, Matthias / Marković, Zlatko / Way, James	New Eurocode 4 design rules for shallow floor construction	1-6
Ungermann, Dieter / Lemański, Tim / Brune, Bettina	A New Eurocode‐compliant Design Approach for Cold‐Formed Steel Sections	125-134
Betz, Kai Stephan / Schaumann, Peter / Kulikowski, Jan	New Test Bed for Corroded Large Size Bolted Connections Under Fatigue and Pretension	235-241
Liguori, Francesco S. / Magisano, Domenico / Leonetti, Leonardo / Madeo, Antonio / Garcea, Giovanni	Nonlinear Thermal Buckling Analysis of Thin‐walled Structures: Solid‐shell Discretization, Continuation Method and Reduction Technique	623-627
Schaper, Lukas / Tankova, Trayana / Knobloch, Markus / da Silva, Luís Simões	A Novel Residual Stress Model for Welded I‐sections and the Influence on the Stability Behaviour	370-377
Mefleh, Wajdi / Kovács, Nauzika	Numerical Analysis for Push‐Out Test with Y Type Perfobond Shear Connectors	800-808
Silva, Talita L. / Valente, Isabel B. / Barros, Joaquim A. O. / Silva, Jorge O.	Numerical Assessment of Steel and Concrete Composite Beams with Cold Formed Members	787-794
Pamplona, Gil / Vellasco, Pedro / Tenchini, Andre / Lima, Luciano / Rodrigues, Monique	Numerical Investigation of Doubler Plate Reinforced Tubular T‐joints under Chord Compression Loads	264-270
Curkovic, Ivan / Lukačević, Ivan / Žuvelek, Vlaho / Rajić, Andrea	Numerical Investigation of Shear Connection in Cold‐formed Steel‐concrete Composite Beam	847-856
Medall, David / Espinós, Ana / Albero, Vicente / Ibañez, Carmen / Romero, Manuel L.	Numerical Investigation on the Thermal Behaviour of Steel‐reinforced CFST Columns in Fire	429-438
Ghimire, Abhishek / Wald, František	Numerical Modelling for Resistance of Welds in Steel Structures from High‐Strength Steel	515-519
Ahmed, Aya / Hu, Tong / Walport, Fiona / Gardner, Leroy	Numerical Modelling of Single‐span Portal Frames	809-818
Kyvelou, Pinelopi / Buchanan, Craig / Gardner, Leroy	Numerical Modelling of the World's First Metal 3D Printed Bridge	59-66
Zogu, Pëllumb / Schäfer, Markus	Numerical Study of Non‐linear Buckling Analysis for Steel and Partial Concrete Encased Composite Columns	778-786
Ferreira Filho, José Osvaldo / Tankova, Trayana / Carvalho, Hermes / Rodrigues, Filipe / da Silva, Luís Simões	Numerical Study on the Buckling Resistance of High Strength Steel Columns and Beam‐columns	527-536
Müller, Andreas / Vild, Martin / Taras, Andreas	On the Choice of Eigenmode Shapes for Interactive Cases of Local and Global Buckling of RHS/SHS and I‐Shaped Sections	957-966
Couto, Carlos	On the Development of Artificial Neural Network Models of the Critical Moment of Tapered Beams	1027-1033
Gonçalves, Rodrigo / Ritto‐Corrêa, Manuel	On the Modelling of “Fork” Supports Using geometrically Exact Thin‐walled Beam Finite Elements	882-888
Moscoso, Caridad / Kraus, Matthias	On the Verification of Beams Subjected to Lateral Torsional Buckling by Simplified Plastic Structural Analysis	914-923
Quan, Chunyan / Walport, Fiona / Kucukler, Merih / Gardner, Leroy	Out‐of‐plane Stability Design by GMNIA – Equivalent Imperfections and Strain Limits	320-329
Lukačević, Ivan / Curkovic, Ivan / Rajić, Andrea / Žuvelek, Vlaho	Parametric Finite Element Analyses of Lightweight Cold‐formed Steel‐concrete Composite Floor Beams	836-846
Kövesdi, Balázs / Dunai, László	Patch Loading Resistance of Slender Plate Girders with Multiple Longitudinal Stiffeners	615-622
Pons, David / Lapuebla‐Ferri, Andrés / Romero, Manuel L.	Post‐fire Residual Strength and Ductility of Structural Steels from Hollow Sections	458-466
Hołowaty, Janusz / Wichtowski, Bernard	Properties of Structural Steels in Historical Railway Bridges by Diagnostic Tests	73-78
Baguinho, Filipa / Biscaya, André / Pedro, José Oliveira	The Reduced Stress Method with Stress Shedding for Designing S690 High Strength Steel Slender Plated Girders	667-674
Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed	Residual Stresses in Welded I‐section Members with Flame‐cut Flanges	999-1007
Beyer, André / Delacourt, Guillaume / Bureau, Alain	Resistance of Closely Spaced Back‐to‐back Connected Equal Leg Angle Sections	1008-1016
Bureau, Alain / Snijder, Bert / Knobloch, Markus / Kuhlmann, Ulrike / Gardner, Leroy / Taras, Andreas / da Silva, Luís	Revision of EN 1993‐1‐1 – Design Rules for Member Buckling	385-393
Golea, Tudor / Santos, Ana Francisca / Jaspart, Jean‐Pierre / Latour, Massimo / Santiago, Aldina / Demonceau, Jean‐François	Robustness of Steel Frame Structures Equipped with FREEDAM Dissipative Joints	210-217
Snijder, Hubertus H. / Knipping, Jitske B. N. / Maljaars, Johan / Teeuwen, Paul A.	Safety Assessment for Capacity Design of Bolted Steel Connections in Tension	282-289
Müller, Andreas / Taras, Andreas / Kraus, Michael A.	Scientific Machine and Deep Learning Investigations of the Local Buckling Behaviour of Hollow Sections	1034-1042
Milone, Aldo / Tartaglia, Roberto / D'Aniello, Mario / Landolfo, Raffaele	Seismic Assessment and Strengthening of an Existing Non‐Conforming Multi‐Storey Steel Building	701-707
Knoedel, Peter / Gkatzogiannis, Stefanos / Holtschoppen, Britta / Ummenhofer, Thomas	Seismic Design of Elevated Silos and Tanks – a Study on Behaviour Factors	738-747
Giuliani, Giulia / Andreotti, Roberto / Tondini, Nicola / Bursi, Oreste S.	Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices	720-728
Fahnestock, Larry	Seismic Stability from Low Ductility to Enhanced Resilience	22-27
Neves, Marcos / Basaglia, Cilmar / Camotim, Dinar	Shape Optimisation of Cold‐Formed Steel Cross‐Sections with Longitudinal Intermediate Stiffeners	100-109
Simão, Pedro Dias / Rodrigues, João Paulo C.	Simple Structural Models to Compute the Fire Resistance of Restrained Steel Columns using Energy Principles	394-404
Ludwig, Christian	Simplified Interaction Conditions and their Accuracy in Doubly Symmetrical I‐Sections	924-932
Eid, Nathalie / Joó, Attila László	Simplified Numerical Model Development of Lightweight‐concrete Encased Cold‐formed Steel Column‐end Joints and Panels	170-177
Schönfeld, Larissa / Naujoks, Bernd / Ludwig, Christian	Slenderness‐dependent Equivalent Imperfections in Plate Buckling	606-614
Jůza, Jan / Jandera, Michal	Stainless Steel Portal Frame Tests	500-505
Don, Rafaela / Balaskas, Georgios / Vulcu, Cristian / Hoffmeister, Benno	Steel and Composite Joints for MRFs in Moderate Seismicity: Experimental and Numerical Program	857-866
Vild, Martin / Bajer, Miroslav / Barnat, Jan / Holomek, Josef	Strengthening of Steel Beam by Inclined Stiffeners	258-263
de Miranda Batista, Eduardo / Lazzari, João Alfredo de / Matsubara, Gustavo Yoshio / Pfeil, Michèle	Structural Dynamic and Buckling Behaviour of Steel Cold‐formed Polygonal Conic Pole for Antennas Support	151-160
Kucukler, Merih / Gardner, Leroy	Structural Response and Design of Austenitic Stainless Steel I‐section Beam‐columns Undergoing Flexural‐Torsional Buckling	340-343
Guo, Xi / Kyvelou, Pinelopi / Ye, Jun / Teh, Lip H. / Gardner, Leroy	Structural Response of Wire Arc Additively Manufactured Steel Bolted Connections under Single Shear	251-257
Schaper, Lukas / Knobloch, Markus	Structural Stability Verification for Steel Beam‐columns in Fire ‐ a Consistent Approach with Ambient Temperature Rules	405-413
Couto, Carlos / Oliveira, Diogo / Real, Paulo Vila	A Study on the Capacity of Steel Portal Frames using Shell Finite Elements	1017-1026
Nkole Kabongo, Aris Mpemba / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Technical Study of Kongo‐Central Colonial Steel Houses Belonging to the DRC Patrimony	1067-1074
Massoud, Mohamed / Hanna, Maged / Elagroudi, Ahmed / Magdy, Ahmed / Samy, Ayman	Tensile Capacities of Standing Seam Cladding‐Purlin Clip Connection	110-116
Martins, João Pedro / da Silva, Luís Simões / Cardoso, Hermano	Ultimate Resistance of Diagonally Stiffened Thin Steel Webs in I‐girders	1045-1051
Mohabeddine, Anis I. / Eshaghi, Cyrus / de Barros, Rui Carneiro / Correia, José A. F. O. / Castro, José M.	Variability in the Nonlinear Modelling Parameters of Steel I‐shaped Beams Subjected to Cyclic Loading Considering Manufacturing Tolerances	748-754
de Deus, Leandro de Andrade / de Souza Bastos, Leonardo / da Silva, José Guilherme Santos	Vibration Analysis and Human Comfort Assessment of Building Subjected to Wind Dynamic Load s	764-770
Timmers, Ralph / Lang, Robert	Yield‐line Mechanisms of Endplate Connections with Eight Bolts and Circular Bolt Configurations Using DLO	194-203

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IssueID
66546
Publié(e) le:
23.09.2022
Modifié(e) le:
23.09.2022

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