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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.117 Ultimate Strength of Single Shear Two-bolted Connections with Austenitic Stainless Steel
TaeSoo Kim;JinSeong Lim : Vol.13 No.1
(2013-03)
p.117 Behaviour of Steel-box Semi-integral Abutment Bridge Considering Temperature-earth Pressure Change
Sang-Hyo Kim; Jin-Hee Ahn; Chi-Young Jung; Jae-Woon Jang; Young-Ho Park : Vol.14 No.1
(2014-03)
p.119 Free Torsional Vibration of Suspension Bridges Considering Warping-torsional Shear Effects
Nam-Il Kim Soon-Duck Kwon Ho-Kyung Kim Moon-Young Kim : Vol.5 No.2
(2005-06)
p.119 Effect of Stiffener Details on Behavior of CFT Column-to-Beam Connections
Young-Ju Kim Kyung-Jae Shin Wha-Jung Kim : Vol.8 No.2
(2008-06)
p.119 Cyclic Loading Tests on Composite Joints with Flush End Plate Connections
SHI Wen-long LI Guo-qiang YE Zhi-ming R. Y. Xiao : Vol.7 No.2
(2007-06)
p.121 On the Advanced Analysis of Steel Frames Allowing for Flexural, Local and Lateral-torsional Buckling
S. L. Chan C. K. Iu : Vol.6 No.2
(2006-03)
p.121 A Life Cycle Costing Model for Steel Sheet Piles, Incorporating Time-Dependent Reliability
Mona A. Abd Alghaffar Christiana Dymiotis- Wellington : Vol.4 No.3
(2004-09)
p.121 Hysteretic Analysis and a Simplifi ed Model of Buckling Restrained Steel Plate Shear Walls
Lanhui Guo;Jian Hou;Zhiguo Li;Sumei Zhang : Vol.20 No.1
(2020-02)
p.123 Continuous composite bridges with precast decks
Sung-Pil Chang Chang-Su Shim : Vol.1 No.2
(2001-09)
p.123 Designing Buildings in Virtual Space
Jon D. Magnusson Ron Klemencic : Vol.2 No.2
(2002-12)
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