Journal of Constructional Steel Research - novembre 2017

Publié:	novembre 2017

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Huang, Wei / Zhou, Zhi / Liu, Jili	Analytical deformation characteristics and shear capacity of SRC-RC transfer columns	692-700
Dehghani, M. / Tremblay, R.	An analytical model for estimating restrainer design forces in bolted buckling-restrained braces	608-620
Altunişik, Ahmet Can / Okur, Fatih Yesevi / Kahya, Volkan	Automated model updating of multiple cracked cantilever beams for damage detection	499-512
Li, Dongxu / Uy, Brian / Aslani, Farhad / Patel, Vipul	Behaviour and design of demountable CFST column-column connections under tension	761-773
Fiorino, Luigi / Shakeel, Sarmad / Macillo, Vincenzo / Landolfo, Raffaele	Behaviour factor (q) evaluation the CFS braced structures according to FEMA P695	324-339
Daneshvar, Hossein / Driver, Robert G.	Behaviour of shear tab connections in column removal scenario	580-593
Xiong, Ming-Xiang / Xiong, De-Xin / Liew, J. Y. Richard	Behaviour of steel tubular members infilled with ultra high strength concrete	168-183
Yang, Yongming / Biscaia, Hugo / Chastre, Carlos / Silva, Manuel A. G.	Bond characteristics of CFRP-to-steel joints	401-419
Wu, Bin / Lu, Junkai / Mei, Yang / Zhang, Jian	Buckling mechanism and global stability design method of buckling-restrained braces	473-487
Hassanieh, A. / Valipour, H. R. / Bradford, M. A.	Composite connections between CLT slab and steel beam: Experiments and empirical models	823-836
Ren, Qing-Xin / Han, Lin-Hai / Hou, Chao / Tao, Zhong / Li, Shuai	Concrete-encased CFST columns under combined compression and torsion: Experimental investigation	729-741
Ding, Yang / Deng, En-Feng / Zong, Liang / Dai, Xiao-Meng / Lou, Ni / Chen, Yang	Cyclic tests on corrugated steel plate shear walls with openings in modularized-constructions	675-691
Wieghaus, Kyle T. / Mander, John B. / Hurlebaus, Stefan	Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures	298-307
Wang, Haishen / Nie, Xin / Pan, Peng	Development of a self-centering buckling restrained brace using cross-anchored pre-stressed steel strands	621-632
Ozcelik, Ramazan / Dikiciasik, Yagmur / Erdil, Elif Firuze	The development of the buckling restrained braces with new end restrains	208-220
Jiang, Jian / Li, Guo-Qiang	Disproportionate collapse of 3D steel-framed structures exposed to various compartment fires	594-607
Morshedi, Mohamad A. / Dolatshahi, Kiarash M. / Maleki, Shervin	Double reduced beam section connection	283-297
Xiang, Ping / Jia, Liang-Jiu / Ke, Ke / Chen, Yiyi / Ge, Hanbin	Ductile cracking simulation of uncracked high strength steel using an energy approach	117-130
Kang, Shao-Bo / Tan, Kang Hai / Liu, Hui-Yuan / Zhou, Xu-Hong / Yang, Bo	Effect of boundary conditions on the behaviour of composite frames against progressive collapse	150-167
Aghdamy, S. / Thambiratnam, D. P. / Dhanasekar, M. / Saiedi, S.	Effects of load-related parameters on the response of concrete-filled double-skin steel tube columns subjected to lateral impact	642-662
Le, Linh A. / Bui-Vinh, T. / Ho-Huu, V. / Nguyen-Thoi, T.	An efficient coupled numerical method for reliability-based design optimization of steel frames	389-400
Pan, Zhihong / Si, Qi / Zhou, Zhibin / Zhang, Yibao / Zhu, Yanzhang / Chen, Xudong	Experimental and numerical investigations of seismic performance of hybrid joints with bolted connections	867-876
D'Antimo, M. / Demonceau, J. F. / Jaspart, J. P. / Latour, M. / Rizzano, G.	Experimental and theoretical analysis of shear bolted connections for tubular structures	264-282
Ma, Tian-Yu / Hu, Yi-Fei / Liu, Xiao / Li, Guo-Qiang / Chung, Kwok-Fai	Experimental investigation into high strength Q690 steel welded H-sections under combined compression and bending	449-462
Altaee, Mohammed J. / Cunningham, Lee S. / Gillie, Martin	Experimental investigation of CFRP-strengthened steel beams with web openings	750-760
Herrera, Ricardo / Salas, Constanza / Beltrán, Juan Felipe / Nuñez, Eduardo	Experimental performance of double built-up T moment connections under cyclic loading	742-749
Quan, Chunyan / Wang, Wei / Chan, Tak-Ming / Khador, Majd	FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads	221-234
Tousignant, Kyle / Packer, Jeffrey A.	Fillet weld effective lengths in CHS X-connections. I: Experimentation	420-431
Shi, Quan / Shi, Xiaoqiang / Gattas, Joseph M. / Kitipornchai, Sritawat	Folded assembly methods for thin-walled steel structures	235-245
Arrayago, I. / Rasmussen, K. J. R. / Real, E.	Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns	246-263
Zhou, Yihui / Dawood, Mina / Gencturk, Bora	High-cycle fatigue performance of high-mast illumination pole bases with pre-existing cracks	463-472
Nguyen, Quang-Huy / Tran, Van Toan / Hjiaj, Mohammed	Hybrid RC-steel members under bending and shear: Experimental investigation and design model	837-850
Della Corte, G. / Landolfo, R.	Lateral loading tests of built-up battened columns with semi-continuous base-plate connections	783-798
Han, Qinghua / Liu, Yiming / Zhang, Jinyuan / Xu, Ying	Mechanical behaviors of the Assembled Hub (AH) joints subjected to bending moment	806-822
Xu, Chen / Su, Qingtian / Sugiura, Kunitomo	Mechanism study on the low cycle fatigue behavior of group studs shear connectors in steel-concrete composite bridges	196-207
Lai, Zhichao / Huang, Zhihui / Varma, Amit H.	Modeling of high-strength composite special moment frames (C-SMFs) for seismic analysis	526-537
Mashhadi, Javad / Saffari, Hamed	Modification of dynamic increase factor to assess progressive collapse potential of structures	72-78
Eladly, Mohammed M.	Numerical study on masonry-infilled steel frames under vertical and cyclic horizontal loads	308-323
Jelinek, T. / Zania, V. / Giuliani, L.	Post-earthquake fire resistance of steel buildings	774-782
Liu, Hongbo / Liu, Dongyu / Chen, Zhihua / Yu, Yujie	Post-fire residual slip resistance and shear capacity of high-strength bolted connection	65-71
Lin, Weiwei / Taniguchi, Nozomu / Yoda, Teruhiko	A preventive strengthening method for steel columns: Experimental study and numerical analyses	357-368
Rahman, Mahmudur / Okui, Yoshiaki / Shoji, Takahiro / Komuro, Masato	Probabilistic ultimate buckling strength of stiffened plates, considering thick and high-performance steel	184-195
Genchev, Gancho / Doynov, Nikolay / Ossenbrink, Ralf / Michailov, Vesselin / Bokuchava, Gizo / Petrov, Peter	Residual stresses formation in multi-pass weldment: A numerical and experimental study	633-641
Costanzo, Silvia / D'Aniello, Mario / Landolfo, Raffaele	Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2)	17-37
Liu, X. C. / Yang, Z. W. / Wang, H. X. / Zhang, A. L. / Pu, S. H. / Chai, S. T. / Wu, L.	Seismic performance of H-section beam to HSS column connection in prefabricated structures	1-16
Kechidi, Smail / Macedo, Luís / Castro, José Miguel / Bourahla, Nouredine	Seismic risk assessment of cold-formed steel shear wall systems	565-579
Salawdeh, Suhaib / English, Jack / Goggins, Jamie / Elghazouli, Ahmed Y. / Hunt, Alan / Broderick, Brian M.	Shake table assessment of gusset plate connection behaviour in concentrically braced frames	432-448
Serror, Mohammed H. / Abdelbaset, Basem H. / Sayed, Hesham S.	Shear strength of tapered end web panels	513-525
Belleri, Andrea / Torquati, Mauro / Marini, Alessandra / Riva, Paolo	Simplified building models as advanced seismic screening tools for steel industrial buildings	51-64
Far, Harry / Saleh, Ali / Firouzianhaji, Ahmad	A simplified method to determine shear stiffness of thin walled cold formed steel storage rack frames	799-805
Iwicki, P. / Rejowski, K. / Tejchman, J.	Simplified numerical model for global stability of corrugated silos with vertical stiffeners	93-116
Jiang, Binhui / Li, Guo-Qiang / Li, Liulian / Izzuddin, B. A.	Simulations on progressive collapse resistance of steel moment frames under localized fire	380-388
Hashemi Rezvani, Farshad / Ronagh, Hamid	Span length effect on alternate load path capacity of welded unreinforced flange-bolted web connections	714-728
Elmy, Mohammad Hamid / Nakamura, Shunichi	Static and seismic behaviours of innovative hybrid steel reinforced concrete bridge	701-713
Lan, Xiaoyi / Chan, Tak-Ming / Young, Ben	Static strength of high strength steel CHS X-joints under axial compression	369-379
Ramhormozian, Shahab / Clifton, George Charles / MacRae, Gregory A. / Davet, George P.	Stiffness-based approach for Belleville springs use in friction sliding structural connections	340-356
Lam, Angus C. C. / Yam, Michael C. H. / Fang, Cheng	Strength and behaviour of reinforced double-coped beams against local web buckling	38-50
Karimian, Masoumeh / Narmashiri, Kambiz / Shahraki, Mehdi / Yousefi, Omid	Structural behaviors of deficient steel CHS short columns strengthened using CFRP	555-564
Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain	Tensile resistances of L-stubs	131-149
Al-Shaikhli, Marwan Samir / Badaruzzaman, Wan Hamidon Wan / Baharom, Shahrizan / Al-Zand, Ahmed W.	The two-way flexural performance of the PSSDB floor system with infill material	79-92
Pereira, J. C. R. / de Jesus, A. M. P. / Xavier, J. / Fernandes, A. A.	ULCF assessment of X52 piping steel by means of cyclic bending tests	663-674
Dabiri, M. / Ghafouri, M. / Raftar, H. R. Rohani / Björk, T.	Utilizing artificial neural networks for stress concentration factor calculation in butt welds	488-498
Alos-Moya, Jose / Payá-Zaforteza, Ignacio / Hospitaler, Antonio / Rinaudo, Paula	Valencia bridge fire tests: Experimental study of a composite bridge under fire	538-554
Sundararajah, Lavan / Mahendran, Mahen / Keerthan, Poologanathan	Web crippling experiments of high strength lipped channel beams under one-flange loading	851-866

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IssueID
28212
Publié(e) le:
01.03.2019
Modifié(e) le:
03.08.2019

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Journal of Constructional Steel Research - novembre 2017

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Journal of Constructional Steel Research - novembre 2017

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