Journal of Constructional Steel Research - Dezember 2012

Erschienen:	Dezember 2012

Autor(en)	Titel	Seite(n)
Castellazzi, G.	Analysis of second-order shear-deformable beams with semi-rigid connections	183-194
Baran, Eray / Alica, Cagatay	Behavior of cold-formed steel wall panels under monotonic horizontal loading	1-8
Vasdravellis, G. / Uy, B. / Tan, E. L. / Kirkland, B.	Behaviour and design of composite beams subjected to negative bending and compression	34-47
de Jesus, Abilio M. P. / Matos, Rui / Fontoura, Bruno F. C. / Rebelo, Carlos / da Silva, Luís Simões / Veljković, Milan	A comparison of the fatigue behavior between S355 and S690 steel grades	140-150
Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. / Beg, D.	Design rules for out-of-plane stability of roller bent steel arches with FEM	9-21
Soltani, R. / Kerdal, D.	Elastoplastic analysis of elementary bolted steel tee-stub connections	71-82
Wang, Meng / Shi, Yongjiu / Wang, Yuanqing	Equivalent constitutive model of steel with cumulative degradation and damage	101-114
Wang, Jingfeng / Chen, Liping	Experimental investigation of extended end plate joints to concrete-filled steel tubular columns	56-70
Osofero, Adelaja Israel / Wadee, M. Ahmer / Gardner, Leroy	Experimental study of critical and post-buckling behaviour of prestressed stayed columns	226-241
Nie, Jian-Guo / Wang, Yu-Hang / Fan, Jian-Sheng	Experimental study on seismic behavior of concrete filled steel tube columns under pure torsion and compression–torsion cyclic load	115-126
Chen, Wei / Ye, Jihong / Bai, Yu / Zhao, Xiao-Ling	Full-scale fire experiments on load-bearing cold-formed steel walls lined with different panels	242-254
Chen, L. / Wang, Y. C.	Methods of improving survivability of steel beam/column connections in fire	127-139
Kamtekar, Arun G.	On the bearing strength of bolts in clearance holes	48-55
Aydin, Ersin	Optimal damper placement based on base moment in steel building frames	216-225
Hoveidae, N. / Rafezy, B.	Overall buckling behavior of all-steel buckling restrained braces	151-158
Wang, Yan-Bo / Li, Guo-Qiang / Chen, Su-Wen	Residual stresses in welded flame-cut high strength steel H-sections	159-165
Izadinia, Mohssen / Rahgozar, Mohammad Ali / Mohammadrezaei, Omid	Response modification factor for steel moment-resisting frames by different pushover analysis methods	83-90
Calenzani, Adenilcia F. G. / Fakury, Ricardo H. / de Paula, Fernando A. / Rodrigues, Francisco C. / Queiroz, Gílson / Pimenta, Roberval J.	Rotational stiffness of continuous composite beams with sinusoidal-web profiles for lateral-torsional buckling	22-33
He, Jun / Liu, Yuqing / Lin, Zhaofei / Chen, Airong / Yoda, Teruhiko	Shear behavior of partially encased composite I-girder with corrugated steel web: Numerical study	166-182
Zhang, Chaofeng / Zhang, Zhisheng / Zhang, Qiuju	Static and dynamic cyclic performance of a low-yield-strength steel shear panel damper	195-203
Sabouri-Ghomi, S. / Ahouri, E. / Sajadi, R. / Alavi, M. / Roufegarinejad, A. / Bradford, M. A.	Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening	91-100
Kövesdi, B. / Jáger, B. / Dunai, L.	Stress distribution in the flanges of girders with corrugated webs	204-215

Autor(en)

Titel

Seite(n)

Castellazzi, G.

Analysis of second-order shear-deformable beams with semi-rigid connections

183-194

Baran, Eray / Alica, Cagatay

Behavior of cold-formed steel wall panels under monotonic horizontal loading

1-8

Vasdravellis, G. / Uy, B. / Tan, E. L. / Kirkland, B.

Behaviour and design of composite beams subjected to negative bending and compression

34-47