International Journal of Steel Structures - v. 14, n. 4 (2014)

Publié:	2014

Auteur(s)	Titre	Page(s)
Fan, Feng / Kong, Dewen / Sun, Menghan / Zhi, Xudong	Anti-seismic effect of lattice grid structure with friction pendulum bearings under the earthquake impact of various dimensions	777-784
Fan, Feng / Li, Yugang / Zhi, Xudong / Li, Lu	Comparion of seismic response of single-layer reticulated dome under unform and incoherence three-directional excitations	855-863
Lee, Heeyoung / Cho, Daeyoun / An, Zuog / Chung, Wonseok	Composite behavior of steel I-girders connected to inverted-T bent cap	711-721
Mu, Di / Choi, Dong-Ho	Dynamic responses of a continuous beam railway bridge under moving high speed train with random track irregularity	797-810
Kinoshita, Koji / Imamura, Akito / Watanabe, Yoshihiro / Handa, Mitsuru	Effects of ultrasonic peening on fatigue strength of out-of-plane gusset joints	769-776
Wang, Bo / Wang, Jingfeng / Gong, Xudong / Liu, Bingkang	Experimental studies on circular CFST frames with ALC walls under cyclic loadings	755-768
Yang, Jae-Guen / Kim, Joo-Woo / Lee, Hyung-Dong	Experimental tests for the evaluation of the energy dissipation capacity of a double split tee connection with SMA bolts	723-730
Kim, Jaeeok / Kang, Seongdeog / Choi, Hyunsik	Failure temperatures of steel H-section columns under elevated temperatures	821-829
Park, Jun Yong / Kim, Ho-Kyung	Fatigue life assessment for a composite box girder bridge	843-853
Lho, Seung-Hee / Lee, Chang-Hwan / Oh, Jin-Tak / Ju, Young K. / Kim, Sang-Dae	Flexural capacity of plate girders with very slender corrugated webs	731-744
Yamaguchi, Eiki / Akagi, Toshiaki / Tsuji, Hiroyuki	Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder	831-841
Kim, Do-Hwan / Kim, Jin-Ho / Chang, Seokkwon	Material performance evaluation and super-tall building applicability of the 800 MPa high-strength steel plates for building structures	889-900
Jia, Mingming / Guo, Lanhui / Lu, Dagang	Performance testing and comparison of buckling-restrained braces with H and crisscross cross section unrestrained segments	745-753
Lee, Jinwoo / Engelhardt, Michael D.	Pre-yielding effects of ASTM A992 steel at elevated temperatures	785-795
Shin, Dong-Hyeon / Kim, Hyung-Joon	Probabilistic assessment of structural seismic performance influenced by the characteristics of hysteretic energy dissipating devices	697-710
Asada, Hayato / Tanaka, Tsuyoshi / Yamada, Satoshi / Matoba, Hiroaki	Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection	865-871
Oh, Chang Kook / Bae, Doobyong	Proposed revisions to fatigue provisions of orthotropic steel deck systems for long span cable bridges	811-819
Shi, Gang / Hu, Fangxin / Shi, Yongjiu	Recent research advances of high strength steel structures and codification of design specification in China	873-887
Hu, Jong-Wan / Choi, Eunsoo	Seismic design, nonlinear analysis, and performance evaluation of recentering buckling-restrained braced frames (BRBFs)	683-695
Kong, Dewen / Fan, Feng / Zhi, Xudong	Seismic performance of single-layer lattice shells with VF-FPB	901-911

Auteur(s)

Titre

Page(s)

Fan, Feng / Kong, Dewen / Sun, Menghan / Zhi, Xudong

Anti-seismic effect of lattice grid structure with friction pendulum bearings under the earthquake impact of various dimensions

777-784

Fan, Feng / Li, Yugang / Zhi, Xudong / Li, Lu

Comparion of seismic response of single-layer reticulated dome under unform and incoherence three-directional excitations

855-863

Lee, Heeyoung / Cho, Daeyoun / An, Zuog / Chung, Wonseok

Composite behavior of steel I-girders connected to inverted-T bent cap

711-721