Journal of Constructional Steel Research - juin 2017

Publié:	juin 2017

Auteur(s)	Titre	Page(s)
Xu, Li-Yan / Tao, Mu-Xuan / Zhou, Meng	Analytical model and design formulae of circular CFSTs under axial tension	214-230
Wang, J. / Afshan, S. / Gardner, L.	Axial behaviour of prestressed high strength steel tubular members	547-563
Cortes, G. / Liu, J.	Behavior of conventional and enhanced gravity connections subjected to column loss	475-484
Becque, Jurgen / Wilkinson, Tim	The capacity of grade C450 cold-formed rectangular hollow section T and X connections: An experimental investigation	345-359
Chen, Ju / Wang, Jun / Jin, Wei-liang	Concrete-filled steel tubes with reinforcing bars or angles under axial tension	374-382
Attari Dezfuli, Mohammad / Dolatshahi, Kiarash M. / Mofid, Massood / Sadeghi Eshkevari, Soheil	Coreless self-centering braces as retrofitting devices in steel structures	485-498
Toso, Marcelo André / Gomes, Herbert Martins / Vital de Brito, José Luis	Crowd-structure interaction: Investigating the spatiality and synchronization of a pedestrian force model	510-521
Augusto, Hugo / da Silva, Luís Simões / Rebelo, Carlos / Castro, José Miguel	Cyclic behaviour characterization of web panel components in bolted end-plate steel joints	310-333
Oktavianus, Yusak / Goldsworthy, Helen M. / Gad, Emad F.	Cyclic behaviour of individual double headed anchored blind bolts within CFST	522-534
Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain	Effect of contact on the elastic behaviour of tensile bolted connections	459-474
Kim, In-Tae / Dao, Duy Kien / Jeong, Young-Soo / Huh, Jungwon / Ahn, Jin-Hee	Effect of corrosion on the tension behavior of painted structural steel members	256-268
Tian, Weifeng / Zhou, Xuhong / Fan, Chunlei	Effect of internal axial loads on the stability of sway-permitted prismatic columns	300-309
Jiang, Z. Q. / Dou, C. / Guo, Y. L. / Zhang, A. L.	End detailing experimental study of the pinned double-rectangular tube assembled buckling-restrained brace	334-344
Karabulut, B. / Soyoz, S.	Experimental and analytical studies on different configurations of cold-formed steel structures	535-546
Ciesielczyk, Katarzyna / Studziński, Robert	Experimental and numerical investigation of stabilization of thin-walled Z -beams by sandwich panels	77-83
Yan, Weiming / Xie, Zhiqiang / Yu, Cheng / Song, Linlin / He, Haoxiang	Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures	231-240
Zhang, Peng / Shahria Alam, M.	Experimental investigation and numerical simulation of pallet-rack stub columns under compression load	282-299
Shen, M. H. / Chung, K. F.	Experimental investigation into stud shear connections under combined shear and tension forces	434-447
Bakhshayesh Eghbali, Nasrin / Mirghaderi, Seyed Rasoul	Experimental investigation of steel beam to RC column connection via a through-plate	125-140
Colombo, J. I. / Almazán, J. L.	Experimental investigation on the seismic isolation for a legged wine storage tank	167-180
Zhao, Bingzhen / Zhou, Ting / Chen, Zhihua / Yu, Jinghai / Yan, Xiangyu / Zheng, Peizhuang / Zhao, Zhongwei	Experimental seismic behavior of SCFRT column chevron concentrically braced frames	141-155
Yang, Yong / Xue, Yicong / Yu, Yunlong / Ma, Ning / Shao, Yongjian	Experimental study on flexural performance of partially precast steel reinforced concrete beams	192-201
Cai, Shunyao / Chen, Weizhen / Kashani, Mohammad M. / Vardanega, Paul J. / Taylor, Colin A.	Fatigue life assessment of large scale T-jointed steel truss bridge components	499-509
Rodrigues, João Paulo C. / Laím, Luís	Fire resistance of restrained composite columns made of concrete filled hollow sections	65-76
Arrayago, I. / Rasmussen, K. J. R. / Real, E.	Full slenderness range DSM approach for stainless steel hollow cross-sections	156-166
Hanus, Francois / Vassart, Olivier / Caillet, Nicolas / Franssen, Jean-Marc	High temperature full-scale tests performed on S500M steel grade beams	448-458
Pavir, Aydin / Shekastehband, B.	Hysteretic behavior of coupled steel plate shear walls	19-35
Bursi, Oreste S. / D'Incau, Mirco / Zanon, Gabriele / Raso, Sergio / Scardi, Paolo	Laser and mechanical cutting effects on the cut-edge properties of steel S355N	181-191
Yan, Jia-Bao / Li, Zhong-Xian / Xie, Jian	Numerical and parametric studies on steel-elastic concrete composite structures	84-96
Girão Coelho, Ana M.	Numerical approach to the evaluation of the transformation parameter β	405-417
Bosco, Melina / Tirca, Lucia	Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model	241-255
Liu, X. C. / Pu, S. H. / Zhang, A. L. / Zhan, X. X.	Performance analysis and design of bolted connections in modularized prefabricated steel structures	360-373
Kanyilmaz, Alper	Role of compression diagonals in concentrically braced frames in moderate seismicity: A full scale experimental study	1-18
Kesawan, Sivakumar / Mahendran, Mahen	Section compression capacity of high strength cold-formed hollow flange channels	202-213
Kazemzadeh Azad, Sina / Topkaya, Cem / Astaneh-Asl, Abolhassan	Seismic behavior of concentrically braced frames designed to AISC341 and EC8 provisions	383-404
Wang, Peijun / Xue, Zipeng / Xiao, Shaowen	Seismic behavior of Self-Buckling-Restrained Steel Plate Shear Wall made by two incline-slotted infill plates	47-64
Tang, Yun-Chao / Li, Li-Juan / Feng, Wen-Xian / Liu, Feng / Liao, Bin	Seismic performance of recycled aggregate concrete–filled steel tube columns	112-124
Zhang, Ai-Lin / Guo, Zhi-peng / Liu, Xue-chun	Seismic performance of Z-type cantilever beam splices of column–tree connection	97-111
Yun, Xiang / Gardner, Leroy	Stress-strain curves for hot-rolled steels	36-46
Zhao, Xianzhong / Dai, Liusi / Wang, Tuo / Sivakumaran, Ken Siva / Chen, Yiyi	A theoretical model for the rotational stiffness of storage rack beam-to-upright connections	269-281
Du, Yansheng / Chen, Zhihua / Wang, Yan-Bo / Liew, J. Y. Richard	Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel	418-433

Auteur(s)

Titre

Page(s)

Xu, Li-Yan / Tao, Mu-Xuan / Zhou, Meng

Analytical model and design formulae of circular CFSTs under axial tension

214-230

Wang, J. / Afshan, S. / Gardner, L.

Axial behaviour of prestressed high strength steel tubular members

547-563

Cortes, G. / Liu, J.

Behavior of conventional and enhanced gravity connections subjected to column loss

475-484

Becque, Jurgen / Wilkinson, Tim

The capacity of grade C450 cold-formed rectangular hollow section T and X connections: An experimental investigation

345-359

Chen, Ju / Wang, Jun / Jin, Wei-liang

Concrete-filled steel tubes with reinforcing bars or angles under axial tension

374-382

Attari Dezfuli, Mohammad / Dolatshahi, Kiarash M. / Mofid, Massood / Sadeghi Eshkevari, Soheil

Coreless self-centering braces as retrofitting devices in steel structures

485-498

Toso, Marcelo André / Gomes, Herbert Martins / Vital de Brito, José Luis

Crowd-structure interaction: Investigating the spatiality and synchronization of a pedestrian force model

510-521

Augusto, Hugo / da Silva, Luís Simões / Rebelo, Carlos / Castro, José Miguel

Cyclic behaviour characterization of web panel components in bolted end-plate steel joints

310-333

Oktavianus, Yusak / Goldsworthy, Helen M. / Gad, Emad F.

Cyclic behaviour of individual double headed anchored blind bolts within CFST

522-534

Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain

Effect of contact on the elastic behaviour of tensile bolted connections

459-474

Kim, In-Tae / Dao, Duy Kien / Jeong, Young-Soo / Huh, Jungwon / Ahn, Jin-Hee

Effect of corrosion on the tension behavior of painted structural steel members

256-268

Tian, Weifeng / Zhou, Xuhong / Fan, Chunlei

Effect of internal axial loads on the stability of sway-permitted prismatic columns

300-309

Jiang, Z. Q. / Dou, C. / Guo, Y. L. / Zhang, A. L.

End detailing experimental study of the pinned double-rectangular tube assembled buckling-restrained brace

334-344

Karabulut, B. / Soyoz, S.

Experimental and analytical studies on different configurations of cold-formed steel structures

535-546

Ciesielczyk, Katarzyna / Studziński, Robert

Experimental and numerical investigation of stabilization of thin-walled Z -beams by sandwich panels

77-83

Yan, Weiming / Xie, Zhiqiang / Yu, Cheng / Song, Linlin / He, Haoxiang

Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures

231-240

Zhang, Peng / Shahria Alam, M.

Experimental investigation and numerical simulation of pallet-rack stub columns under compression load

282-299

Shen, M. H. / Chung, K. F.

Experimental investigation into stud shear connections under combined shear and tension forces

434-447

Bakhshayesh Eghbali, Nasrin / Mirghaderi, Seyed Rasoul

Experimental investigation of steel beam to RC column connection via a through-plate

125-140

Colombo, J. I. / Almazán, J. L.

Experimental investigation on the seismic isolation for a legged wine storage tank

167-180

Zhao, Bingzhen / Zhou, Ting / Chen, Zhihua / Yu, Jinghai / Yan, Xiangyu / Zheng, Peizhuang / Zhao, Zhongwei

Experimental seismic behavior of SCFRT column chevron concentrically braced frames

141-155

Yang, Yong / Xue, Yicong / Yu, Yunlong / Ma, Ning / Shao, Yongjian

Experimental study on flexural performance of partially precast steel reinforced concrete beams

192-201

Cai, Shunyao / Chen, Weizhen / Kashani, Mohammad M. / Vardanega, Paul J. / Taylor, Colin A.

Fatigue life assessment of large scale T-jointed steel truss bridge components

499-509

Rodrigues, João Paulo C. / Laím, Luís

Fire resistance of restrained composite columns made of concrete filled hollow sections

65-76

Arrayago, I. / Rasmussen, K. J. R. / Real, E.

Full slenderness range DSM approach for stainless steel hollow cross-sections

156-166

Hanus, Francois / Vassart, Olivier / Caillet, Nicolas / Franssen, Jean-Marc

High temperature full-scale tests performed on S500M steel grade beams

448-458

Pavir, Aydin / Shekastehband, B.

Hysteretic behavior of coupled steel plate shear walls

19-35

Bursi, Oreste S. / D'Incau, Mirco / Zanon, Gabriele / Raso, Sergio / Scardi, Paolo

Laser and mechanical cutting effects on the cut-edge properties of steel S355N

181-191

Yan, Jia-Bao / Li, Zhong-Xian / Xie, Jian

Numerical and parametric studies on steel-elastic concrete composite structures

84-96

Girão Coelho, Ana M.

Numerical approach to the evaluation of the transformation parameter β

405-417

Bosco, Melina / Tirca, Lucia

Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model

241-255

Liu, X. C. / Pu, S. H. / Zhang, A. L. / Zhan, X. X.

Performance analysis and design of bolted connections in modularized prefabricated steel structures

360-373

Kanyilmaz, Alper

Role of compression diagonals in concentrically braced frames in moderate seismicity: A full scale experimental study

1-18

Kesawan, Sivakumar / Mahendran, Mahen

Section compression capacity of high strength cold-formed hollow flange channels

202-213

Kazemzadeh Azad, Sina / Topkaya, Cem / Astaneh-Asl, Abolhassan

Seismic behavior of concentrically braced frames designed to AISC341 and EC8 provisions

383-404

Wang, Peijun / Xue, Zipeng / Xiao, Shaowen

Seismic behavior of Self-Buckling-Restrained Steel Plate Shear Wall made by two incline-slotted infill plates

47-64

Tang, Yun-Chao / Li, Li-Juan / Feng, Wen-Xian / Liu, Feng / Liao, Bin

Seismic performance of recycled aggregate concrete–filled steel tube columns

112-124

Zhang, Ai-Lin / Guo, Zhi-peng / Liu, Xue-chun

Seismic performance of Z-type cantilever beam splices of column–tree connection

97-111

Yun, Xiang / Gardner, Leroy

Stress-strain curves for hot-rolled steels

36-46

Zhao, Xianzhong / Dai, Liusi / Wang, Tuo / Sivakumaran, Ken Siva / Chen, Yiyi

A theoretical model for the rotational stiffness of storage rack beam-to-upright connections

269-281

Du, Yansheng / Chen, Zhihua / Wang, Yan-Bo / Liew, J. Y. Richard

Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel

418-433

Publicité

Journal of Constructional Steel Research - juin 2017

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Journal of Constructional Steel Research - juin 2017

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.