Journal of Constructional Steel Research - September 2023

Erschienen:	September 2023

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Sheng, Ye / He, Yuwen / Cheng, Zhengyang / Zhang, Wei / Xue, Shoukai	Analysis of dumbbell-shaped CFST members subjected to combined compression and torsion loadings	108016
Wang, Jing-Xuan / Sun, Yan-Hao / Gao, Shan / Wang, Wen-Da	Anti-collapse mechanism and reinforcement methods of composite frame with CFST columns and infill walls	108022
Liu, Xue-chun / Meng, Kun / Chen, Xuesen / Zhang, Jing / Cui, Yue	Axial compression behavior of prefabricated L-section thin concrete encased steel short columns	107989
Chen, Ju / Yang, Zi-Ming / Hu, Liang / Wang, Jun	Behavior of CFRP confined circular CFST columns reinforced with internal latticed steel angles under seismic loading	108033
Wang, Youtian / Uy, Brian / Li, Dongxu / Thai, Huu-Tai / Mo, Jun / Khan, Mahbub	Behaviour and design of coupled steel-concrete composite wall-frame structures	107984
Wu, Tung-Yu / Pal, Partha Sarathi / Wang, Hsuan-Chieh	Collapse risk of steel framed buildings with deep columns under tri-directional excitation	108030
Zhou, Zheng / Zhou, Xuhong / Gan, Dan / Liu, Yongjian	Comparison and design of stiffened rectangular concrete-filled steel tubular members	108037
Romeo, Riccardo / Puntel, Eric / Pierobon, Simone / Baldassino, Nadia	Component method applied to base plate connections of steel racks	107999
Zhao, Dongzhuo / Li, Hao / Zhou, Yun	Coupling error modeling and compensation of beam-column endplate connection system	108005
He, YingHua / Li, Guoqiang / Zhang, Jingzhou / Jiang, Binhui / Zhang, Jing	Critical collapse deformation of 3-D steel frame with composite floor system	108034
Pandey, Madhup / Young, Ben	Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions	107941
Li, Jiaqi / Zong, Zhouhong / Shan, Yulin / Yu, Daoxing / Li, Minghong / Zhao, Hui	Dynamic compressive behavior of concrete-filled steel tubes under single and multiple impacts	107993
Sun, Lipeng / Liu, Yongjian / Wang, Haitao / Shi, Fengrong	Eccentric compressive behavior of PBL-stiffened double-skin composite walls in bridge pylons	108027
Andreotti, Roberto / Giuliani, Giulia / Tondini, Nicola	Experimental analysis of a full-scale steel frame with replaceable dissipative connections	108036
Richards, Paul W. / Lee, Hooseok	Experimental and analytical performance of replaceable shear fuse connections for heavy beams	108028
Guo, Yu / Ma, Ke-Jian / Liu, Zhuo-qun / Yu, Fang / Fang, Qiang	Experimental and numerical investigation of the prefabricated steel–concrete open-web composite floor with embedded chords	107995
Pařenica, Přemysl / Mynarcik, Petr / Lehner, Petr	Experimental study of high thin-walled cold-rolled Z cross-sections purlins	108017
Ke, Lu / Wang, Yuan / Li, Chuanxi / Chen, Zheng / Feng, Zheng / Li, Youlin	Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks	107998
Hlal, Fatima / Al-Emrani, Mohammad	Flange buckling in stainless-steel corrugated webs I-girders under pure bending: Numerical study	108031
Kim, Chul-Goo / Kim, Hyoung-Seop / Lee, Sang-Hyun	Flexural behavior of U-shaped steel-concrete composite beams under positive bending	108008
Zhang, Dong / Liu, Xiaoben / Yang, Yue / Chen, Pengchao / Zhang, Han / Hou, Xiaobin / Zhang, Hong	Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness	108000
Yan, Renzhang / Yu, Ziyan / Wang, Shuai / Liu, Jiaqi	Influence of welding residual stress on bending resistance of hollow spherical joints	108004
Fang, Liang / Fu, Zhongqiu / Ji, Bohai / Wang, Qiudong	Interference of cracking and drilling on opposite side of steel deck components	107996
Meiramov, Didar / Ju, Hyunjin / Seo, Yujae / Lee, Se-Jung / Ha, Taehyu	Investigation of column-to-base connections of pole-mounted solar panel structures	108025
Pan, Hongwei / Chen, Jian / Liu, Yanzhi	Low-cycle fatigue behavior on the tensile region of Hollo-bolted angle connections	107967
Zhang, Haiying / Lu, JinYu / Gong, Pengfei / Li, Na	Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	108021
Wu, Jie-Ying / Yu, Qian-Qian / Gu, Xiang-Lin	A modified analytical model for predicting seismic behaviors of unanchored liquid storage tanks	108018
Atakhani, M. / Shekastehband, B. / Alaei, A. Rahmati	Numerical analysis of suspension bridges with box girders subjected to detonations	107983
Madhavan, Mahendrakumar	Obituary note for Prof. N E Shanmugam	107877
Mohammadi Nia, Majid / Moradi, Saber / Yang, T. Y.	Performance-based seismic design of self-centering steel moment frames with SMA-bolted connections	107990
Segura, Guillermo / Arrayago, Itsaso / Mirambell, Enrique	Plastic redistribution capacity of stainless steel frames in fire	108019
Xue, Jun-Qing / Huang, Jian-Ping / Fiore, Alessandra / Briseghella, Bruno / Marano, Giuseppe C.	Prediction of the mechanical performance of compressed circular CFST columns with circumferential debonding gap	107988
Liu, Le / Chen, Hengchao / Jin, Xiao / Li, Shuo / Sun, Lele / Wang, Peijun / Chen, Lu	Prediction of yield strength and prying action of TOBs bolted arc-shaped endplate	108039
Liu, Yufei / Zhu, Yan Fei / Liang, Weiqi / Zhang, Huiyun / Yao, Yao	Progressive collapse resistance and uncertainty analysis of post-tensioned steel frames	108007
Liu, Juncai / Yang, Meng / Tian, Li / Han, Fengkai / Shao, Guodong	Progressive failure and seismic fragility analysis for transmission towers considering buckling effect	108029
Huang, Bingsheng / Qiu, Xiaobin / Zhu, Jingrui / Song, Haoyu / Zhang, Zhen	Residual performance of compression stiffened welded hollow spherical joints after exposure to elevated temperatures	108001
Schafer, B. W. / Glauz, R. S. / Chen, H.	Revision of ASCE 8 - Design of cold-formed stainless steel structural members	107986
Pandey, Madhup / Young, Ben	S960 steel grade square bird-beak T- and X-joints: Numerical investigation and design	107884
Rahgozar, Navid / Shahria Alam, M.	Seismic collapse assessment of hybrid self-centering piston-based braced frames equipped with SMA bars and friction springs	108003
Wu, Shan / He, Haoxiang / Lan, Bingji / Chen, Yifei	Seismic optimization design of buckling-restrained braced frames for uniform damage criterion	107992
Zhong, Genquan / He, Zhiming / Chen, Haobin / Zhou, Yun	Seismic performance of end-reinforced steel pipe dampers: Laboratory test and numerical investigation	107994
Wang, Wen-Da / Zheng, Long / Xian, Wei	Simplified multi-scale simulation investigation of 3D composite floor substructures under different column-removal scenarios	108002
Raftar, Hamidreza Rohani / Ahola, Antti / Lipiäinen, Kalle / Björk, Timo	Simulation and experiment on residual stress and deflection of cruciform welded joints	108023
Koh, Hyeyoung / Rosson, Barry T. / Blum, Hannah B.	Stability analysis of stiffness reduction models on rotary- and non-rotary straightened W-shapes	108024
Yin, Lingfeng / Niu, Yu / Zheng, Zhaoxin / Tang, Gan / Deng, Tianyang / Li, Zhanjie	Structural performance of speed-lock joints with split bolts in steel storage racks	107991
Behzadi-Sofiani, Behnam / Wadee, M. Ahmer / Gardner, Leroy	Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns	107973
Francavilla, Antonella B. / Latour, Massimo / Tan, P. J. / Rizzano, Gianvittorio	Ultimate behaviour of bolted beam-to-column connections in large rotations	108006

Über diese
Datenseite
IssueID
70019
Veröffentlicht am:
30.05.2023
Geändert am:
20.06.2024

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International Association for Bridge and Structural Engineering (IABSE)

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Journal of Constructional Steel Research - September 2023

Artikel in dieser Ausgabe

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Journal of Constructional Steel Research - September 2023

Artikel in dieser Ausgabe

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.

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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.