Journal of Constructional Steel Research - June 2018

Published:	June 2018

Author(s)	Title	Page(s)
Barros, Rafael C. / Pires, Dalilah / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Rocha, Paulo A. S.	Advanced inelastic analysis of steel structures at elevated temperatures by SCM/RPHM coupling	368-385
Keo, Pisey / Lepourry, Clémence / Somja, Hugues / Palas, Frank	Behavior of a new shear connector for U-shaped steel-concrete hybrid beams	153-166
Li, Bin-yang / Yang, Yuan-Long / Chen, Yohchia-Frank / Cheng, Wei / Zhang, Lin-Bo	Behavior of connections between square CFST columns and H-section steel beams	10-27
Jáger, B. / Kövesdi, B. / Dunai, L.	Bending and shear buckling interaction behaviour of I-girders with longitudinally stiffened webs	504-517
Liu, X. C. / He, X. N. / Wang, H. X. / Yang, Z. W. / Pu, S. H. / Ailin, Zhang	Bending-shear performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures	28-48
Rastgar, Mehdi / Showkati, Hossein	Buckling behavior of cylindrical steel tanks with concavity of vertical weld line imperfection	289-299
Zhang, Jing-Zhou / Li, Guo-Qiang	Collapse resistance of steel beam-concrete slab composite substructures subjected to middle column loss	471-488
Chisari, Corrado / Rizzano, Gianvittorio	Comparative analysis of cyclic models for steel beams	315-329
Xie, Baochao / Hou, Jing / Xu, Zhisheng / Dan, Mingjie	Component-based model of fin plate connections exposed to fire-part II: Establishing of the component-based model	218-231
Thanasoulas, Ilias D. / Vardakoulias, Iason K. / Kolaitis, Dionysios I. / Gantes, Charis J. / Founti, Maria A.	Coupled thermo-mechanical simulation for the performance-based fire design of CFS drywall systems	196-209
Huang, Jizhuo / Wang, Jialin / Chen, Wei / Wang, Zhibin	Cyclic performance of double tee connections with short slotted holes	254-265
Sun, Jiangbo / Pan, Peng / Wang, Haishen	Development and experimental validation of an assembled steel double-stage yield buckling restrained brace	330-340
Yang, Bo / Zhu, Qian / Nie, Shidong / Elchalakani, Mohamed / Xiong, Gang	Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections	489-503
Song, Qian-Yi / Heidarpour, Amin / Zhao, Xiao-Ling / Han, Lin-Hai	Experimental and numerical investigation of ductile fracture of carbon steel structural components	425-437
Dolatshahi, Kiarash M. / Gharavi, Ali / Mirghaderi, Sayed Rasoul	Experimental investigation of slitted web steel moment resisting frame	438-448
Wang, Jingfeng / Lu, Jia / Zhang, Huijie / Zhao, Chunfeng	Experimental investigation on seismic performance of endplate composite joints to CFST columns	352-367
Ariyanayagam, Anthony Deloge / Mahendran, Mahen	Experimental study of non-load bearing light gauge steel framed walls in fire	529-551
Zhang, Dachang / Li, Ziran / Wu, Haiyang / Huang, Fenghua	Experimental study on fatigue behavior of Q420 high-strength steel at low temperatures	116-127
Hwang, Ju-young / Kwak, Hyo-Gyoung	FE analysis of circular CFT columns considering bond-slip effect: Evaluation of ultimate strength	266-276
Lou, Guobiao / Wang, Chenghao / Jiang, Jian / Jiang, Yaqiang / Wang, Liangwei / Li, Guo-Qiang	Fire tests on full-scale steel portal frames against progressive collapse	137-152
Ding, Ran / Nie, Xin / Tao, Mu-Xuan / Fan, Jian-Sheng	Fishbone-shaped beam–column model for steel outrigger truss–concrete wall composite joints	386-396
Kang, Shao-Bo / Yang, Bo / Zhang, Yue / Elchalakani, Mohamed / Xiong, Gang	Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections	341-351
Zhao, Xianzhong / Liu, Jintai / Xu, Xiangbin / Sivakumaran, Ken Siva / Chen, Yiyi	Hysteretic behaviour of overlapped tubular k-joints under cyclic loading	397-413
Liu, Hongjun / Liu, Yazhou / Li, Zhengliang / Huang, Haibin	Limit analysis for stiffened eight-bolted base plate connections in EHV transmission towers	70-81
Liu, Yangqing / Xin, Haohui / Liu, Yuqing	Load transfer mechanism and fatigue performance evaluation of suspender-girder composite anchorage joints at serviceability stage	82-96
Scholl, Nicola / Minuth-Hadi, Florian / Thiele, Klaus	Modelling the strain rate dependent hardening of constructional steel using semi-empirical models	414-424
Seleš, Karlo / Perić, Mato / Tonković, Zdenko	Numerical simulation of a welding process using a prescribed temperature approach	49-57
Martins, André Dias / Camotim, Dinar / Dinis, Pedro Borges	On the distortional-global interaction in cold-formed steel columns: Relevance, post-buckling behaviour, strength and DSM design	449-470
Zhang, Wang / Chen, Zhihua / Xiong, Qingqing	Performance of L-shaped columns comprising concrete-filled steel tubes under axial compression	573-590
Sun, Yang / Li, Haimiao / Wang, Chongxiao / Shao, Guojian	Plastic strain accumulation behaviour of AH32 steel in a cyclic stress-corrosion environment	1-9
Feng, Ran / Chen, Yu / He, Kang / Wei, Jiangang / Chen, Baochun / Zhang, Xiaotian	Push-out tests of concrete-filled stainless steel SHS tubes	58-69
Classen, Martin / Herbrand, Martin / Adam, Viviane / Kueres, Dominik / Sarac, Mustafa	Puzzle-shaped rib shear connectors subjected to combined shear and tension	232-243
Shi, Cheng / Belarbi, Abdeldjelil / Dawood, Mina	Rehabilitation of corroded H-piles using friction-type bolted plate-based repair system	277-288
Dobrić, Jelena / Marković, Zlatko / Buđevac, Dragan / Spremic, Milan / Fric, Nenad	Resistance of cold-formed built-up stainless steel columns – Part I: Experiment	552-572
Truong, Viet-Hung / Kim, Seung-Eock	A robust method for optimization of semi-rigid steel frames subject to seismic loading	184-195
El Kalash, Sana N. / Hantouche, Elie G.	Secondary prying of column flange in Tee-connections: Experimental investigation and mechanical modeling	518-528
Peng, Zhong / Dai, Shao-Bin / Pi, Yong-Lin / Zhang, Yi-Chao / Huang, Jun	Seismic performance of end-plate connections between T-shaped CFST columns and RC beams	167-183
Ma, Zhang-yong / Hao, Ji-Ping / Yu, Hai-sheng	Shaking-table test of a novel buckling-restrained multi-stiffened low-yield-point steel plate shear wall	128-136
Ke, Ke / Xiong, Y. H. / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F.	Shear lag effect on ultimate tensile capacity of high strength steel angles	300-314
Cao, Zhenggang / Wan, Zongshuai / Yan, Jiachuan / Fan, Feng	Static behaviour and simplified design method of a Tensairity truss with a spindle-shaped airbeam	244-253
Zhang, Yu / Zhang, Kai / Zhao, Haikun / Xin, Jianhang / Duan, Menglan	Stress analysis of adhesive in a cracked steel plate repaired with CFRP	210-217
Pehlivan, Baris Mert / Baran, Eray / Topkaya, Cem	Testing and analysis of different hold down devices for CFS construction	97-115

Author(s)

Title

Page(s)

Barros, Rafael C. / Pires, Dalilah / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Rocha, Paulo A. S.

Advanced inelastic analysis of steel structures at elevated temperatures by SCM/RPHM coupling

368-385

Keo, Pisey / Lepourry, Clémence / Somja, Hugues / Palas, Frank

Behavior of a new shear connector for U-shaped steel-concrete hybrid beams

153-166

Li, Bin-yang / Yang, Yuan-Long / Chen, Yohchia-Frank / Cheng, Wei / Zhang, Lin-Bo

Behavior of connections between square CFST columns and H-section steel beams

10-27

Jáger, B. / Kövesdi, B. / Dunai, L.

Bending and shear buckling interaction behaviour of I-girders with longitudinally stiffened webs

504-517

Liu, X. C. / He, X. N. / Wang, H. X. / Yang, Z. W. / Pu, S. H. / Ailin, Zhang

Bending-shear performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures

28-48

Rastgar, Mehdi / Showkati, Hossein

Buckling behavior of cylindrical steel tanks with concavity of vertical weld line imperfection

289-299

Zhang, Jing-Zhou / Li, Guo-Qiang

Collapse resistance of steel beam-concrete slab composite substructures subjected to middle column loss

471-488

Chisari, Corrado / Rizzano, Gianvittorio

Comparative analysis of cyclic models for steel beams

315-329

Xie, Baochao / Hou, Jing / Xu, Zhisheng / Dan, Mingjie

Component-based model of fin plate connections exposed to fire-part II: Establishing of the component-based model

218-231

Thanasoulas, Ilias D. / Vardakoulias, Iason K. / Kolaitis, Dionysios I. / Gantes, Charis J. / Founti, Maria A.

Coupled thermo-mechanical simulation for the performance-based fire design of CFS drywall systems

196-209

Huang, Jizhuo / Wang, Jialin / Chen, Wei / Wang, Zhibin

Cyclic performance of double tee connections with short slotted holes

254-265

Sun, Jiangbo / Pan, Peng / Wang, Haishen

Development and experimental validation of an assembled steel double-stage yield buckling restrained brace

330-340

Yang, Bo / Zhu, Qian / Nie, Shidong / Elchalakani, Mohamed / Xiong, Gang

Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections

489-503

Song, Qian-Yi / Heidarpour, Amin / Zhao, Xiao-Ling / Han, Lin-Hai

Experimental and numerical investigation of ductile fracture of carbon steel structural components

425-437

Dolatshahi, Kiarash M. / Gharavi, Ali / Mirghaderi, Sayed Rasoul

Experimental investigation of slitted web steel moment resisting frame

438-448

Wang, Jingfeng / Lu, Jia / Zhang, Huijie / Zhao, Chunfeng

Experimental investigation on seismic performance of endplate composite joints to CFST columns

352-367

Ariyanayagam, Anthony Deloge / Mahendran, Mahen

Experimental study of non-load bearing light gauge steel framed walls in fire

529-551

Zhang, Dachang / Li, Ziran / Wu, Haiyang / Huang, Fenghua

Experimental study on fatigue behavior of Q420 high-strength steel at low temperatures

116-127

Hwang, Ju-young / Kwak, Hyo-Gyoung

FE analysis of circular CFT columns considering bond-slip effect: Evaluation of ultimate strength

266-276

Lou, Guobiao / Wang, Chenghao / Jiang, Jian / Jiang, Yaqiang / Wang, Liangwei / Li, Guo-Qiang

Fire tests on full-scale steel portal frames against progressive collapse

137-152

Ding, Ran / Nie, Xin / Tao, Mu-Xuan / Fan, Jian-Sheng

Fishbone-shaped beam–column model for steel outrigger truss–concrete wall composite joints

386-396

Kang, Shao-Bo / Yang, Bo / Zhang, Yue / Elchalakani, Mohamed / Xiong, Gang

Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections

341-351

Zhao, Xianzhong / Liu, Jintai / Xu, Xiangbin / Sivakumaran, Ken Siva / Chen, Yiyi

Hysteretic behaviour of overlapped tubular k-joints under cyclic loading

397-413

Liu, Hongjun / Liu, Yazhou / Li, Zhengliang / Huang, Haibin

Limit analysis for stiffened eight-bolted base plate connections in EHV transmission towers

70-81

Liu, Yangqing / Xin, Haohui / Liu, Yuqing

Load transfer mechanism and fatigue performance evaluation of suspender-girder composite anchorage joints at serviceability stage

82-96

Scholl, Nicola / Minuth-Hadi, Florian / Thiele, Klaus

Modelling the strain rate dependent hardening of constructional steel using semi-empirical models

414-424

Seleš, Karlo / Perić, Mato / Tonković, Zdenko

Numerical simulation of a welding process using a prescribed temperature approach

49-57

Martins, André Dias / Camotim, Dinar / Dinis, Pedro Borges

On the distortional-global interaction in cold-formed steel columns: Relevance, post-buckling behaviour, strength and DSM design

449-470

Zhang, Wang / Chen, Zhihua / Xiong, Qingqing

Performance of L-shaped columns comprising concrete-filled steel tubes under axial compression

573-590

Sun, Yang / Li, Haimiao / Wang, Chongxiao / Shao, Guojian

Plastic strain accumulation behaviour of AH32 steel in a cyclic stress-corrosion environment

1-9

Feng, Ran / Chen, Yu / He, Kang / Wei, Jiangang / Chen, Baochun / Zhang, Xiaotian

Push-out tests of concrete-filled stainless steel SHS tubes

58-69

Classen, Martin / Herbrand, Martin / Adam, Viviane / Kueres, Dominik / Sarac, Mustafa

Puzzle-shaped rib shear connectors subjected to combined shear and tension

232-243

Shi, Cheng / Belarbi, Abdeldjelil / Dawood, Mina

Rehabilitation of corroded H-piles using friction-type bolted plate-based repair system

277-288

Dobrić, Jelena / Marković, Zlatko / Buđevac, Dragan / Spremic, Milan / Fric, Nenad

Resistance of cold-formed built-up stainless steel columns – Part I: Experiment

552-572

Truong, Viet-Hung / Kim, Seung-Eock

A robust method for optimization of semi-rigid steel frames subject to seismic loading

184-195

El Kalash, Sana N. / Hantouche, Elie G.

Secondary prying of column flange in Tee-connections: Experimental investigation and mechanical modeling

518-528

Peng, Zhong / Dai, Shao-Bin / Pi, Yong-Lin / Zhang, Yi-Chao / Huang, Jun

Seismic performance of end-plate connections between T-shaped CFST columns and RC beams

167-183

Ma, Zhang-yong / Hao, Ji-Ping / Yu, Hai-sheng

Shaking-table test of a novel buckling-restrained multi-stiffened low-yield-point steel plate shear wall

128-136

Ke, Ke / Xiong, Y. H. / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F.

Shear lag effect on ultimate tensile capacity of high strength steel angles

300-314

Cao, Zhenggang / Wan, Zongshuai / Yan, Jiachuan / Fan, Feng

Static behaviour and simplified design method of a Tensairity truss with a spindle-shaped airbeam

244-253

Zhang, Yu / Zhang, Kai / Zhao, Haikun / Xin, Jianhang / Duan, Menglan

Stress analysis of adhesive in a cracked steel plate repaired with CFRP

210-217

Pehlivan, Baris Mert / Baran, Eray / Topkaya, Cem

Testing and analysis of different hold down devices for CFS construction

97-115

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Journal of Constructional Steel Research - June 2018

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Journal of Constructional Steel Research - June 2018

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.