Journal of Constructional Steel Research - Dezember 2014

Erschienen:	Dezember 2014

Autor(en)	Titel	Seite(n)
Liang, Ching-Yu / Chen, Cheng-Chih / Weng, Cheng-Chiang / Yin, Samuel Yen-Liang / Wang, Jui-Chen	Axial compressive behavior of square composite columns confined by multiple spirals	230-240
Han, Lin-Hai / Hou, Chuan-Chuan / Wang, Qing-Li	Behavior of circular CFST stub columns under sustained load and chloride corrosion	23-36
Kim, Sang-Hyo / Choi, Jaegu / Park, Se-Jun / Ahn, Jin-Hee / Jung, Chi-Young	Behavior of composite girder with Y-type perfobond rib shear connectors	275-289
Chen, Y.-T. / Zhao, Y. / West, J. S. / Walbridge, S.	Behaviour of steel–precast composite girders with through-bolt shear connectors under static loading	168-178
Skejic, Davor / Dujmovic, Darko / Beg, Darko	Behaviour of stiffened flange cleat joints	61-76
De Backer, Hans / Outtier, Amelie / Van Bogaert, Philippe	Buckling design of steel tied-arch bridges	159-167
Tran, K. L. / Douthe, C. / Sab, K. / Dallot, J. / Davaine, L.	Buckling of stiffened curved panels under uniform axial compression	140-147
Shenggang, Fan / Yuelin, Tao / Baofeng, Zheng / Fang, Liu	Capacity of stainless steel lipped C-section stub column under axial compression	251-263
Moghimi, Hassan / Driver, Robert G.	Column demands in steel plate shear walls with regular perforations using performance-based design methods	13-22
Hu, Hong-Song / Nie, Jian-Guo / Eatherton, Matthew R.	Deformation capacity of concrete-filled steel plate composite shear walls	148-158
Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai	Direct analysis by an arbitrarily-located-plastic-hinge element — Part 1: Planar analysis	303-315
Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai	Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis	316-326
Prinz, Gary S. / Nussbaumer, Alain	Effect of radial base-plate welds on ULCF capacity of unanchored tank connections	131-139
Kim, Sang-Hyo / Heo, Won-Ho / Woo, Kyung-Sik / Jung, Chi-Young / Park, Se-Jun	End-bearing resistance of Y-type perfobond rib according to rib width–height ratio	101-116
Rajeev, P. / Wijesundara, K. K.	Energy-based damage index for concentrically braced steel structure using continuous wavelet transform	241-250
Andalib, Zahra / Kafi, Mohammad Ali / Kheyroddin, Ali / Bazzaz, Mohammad	Experimental investigation of the ductility and performance of steel rings constructed from plates	77-88
Egorova, Natalia / Eatherton, Matthew R. / Maurya, Abhilasha	Experimental study of ring-shaped steel plate shear walls	179-189
Van-Long, Hoang / Jean-Pierre, Jaspart / Jean-François, Demonceau	Hammer head beam solution for beam-to-column joints in seismic resistant building frames	49-60
Kim, Sun-Hee / Choi, Sung-Mo / Yom, Kyong-Soo	Improving fire performance with steel fibers for internally anchored square composite columns	264-274
Kövesdi, B. / Alcaine, J. / Dunai, L. / Mirambell, E. / Braun, B. / Kuhlmann, U.	Interaction behaviour of steel I-girders Part I: Longitudinally unstiffened girders	327-343
Kövesdi, B. / Alcaine, J. / Dunai, L. / Mirambell, E. / Braun, B. / Kuhlmann, U.	Interaction behaviour of steel I-girders; part II: Longitudinally stiffened girders	344-353
Longo, A. / Montuori, R. / Nastri, E. / Piluso, V.	On the use of HSS in seismic-resistant structures	1-12
Cheng, Bin / Shi, Peng / Wang, Jianlei / Li, Chun	Opening reinforcement for box-section walls containing continuous elliptical holes in steel pylons	89-100
Bravo, Miguel A. / Herrera, Ricardo A.	Performance under cyclic load of built-up T-stubs for Double T moment connections	117-130
Memari, Mehrdad / Mahmoud, Hussam / Ellingwood, Bruce	Post-earthquake fire performance of moment resisting frames with reduced beam section connections	215-229
Tagawa, Hiroshi / Liu, Yudu	Stiffening of bolted end-plate connections with steel member assemblies	190-199
Li, Zhiqiang / Wang, Wei / Chen, Yiyi / Chan, Tak-Ming	Test and analysis on the seismic performance of a steel truss-to-circular CFT column sub-assembly	200-214
Tankova, Trayana / da Silva, Luís Simões / Marques, Liliana / Rebelo, Carlos / Taras, Andreas	Towards a standardized procedure for the safety assessment of stability design rules	290-302
Rahbari, Rahi / Tyas, Andrew / Davison, J. Buick / Stoddart, Euan P.	Web shear failure of angle-cleat connections loaded at high rates	37-48

Autor(en)

Titel

Seite(n)

Liang, Ching-Yu / Chen, Cheng-Chih / Weng, Cheng-Chiang / Yin, Samuel Yen-Liang / Wang, Jui-Chen

Axial compressive behavior of square composite columns confined by multiple spirals

230-240

Han, Lin-Hai / Hou, Chuan-Chuan / Wang, Qing-Li

Behavior of circular CFST stub columns under sustained load and chloride corrosion

23-36

Kim, Sang-Hyo / Choi, Jaegu / Park, Se-Jun / Ahn, Jin-Hee / Jung, Chi-Young

Behavior of composite girder with Y-type perfobond rib shear connectors

275-289