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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.111 Thermal Buckling Behavior of Continuous Welded Rail Track
Nam Hyoung Lim Ik Hyun Sung : Vol.4 No.2
(2004-06)
p.111 Structural Behaviour of RHS Column-to-H Beam Connection with High Strength Bolts
Yukihiro Harada Tadashi Arakaki Koji Morita : Vol.2 No.2
(2002-12)
p.113 Study on behavior of high-strength bolt connection at elevated temperatures
Guo-Qiang Li Ying-Zhi Yin : Vol.1 No.2
(2001-09)
p.115 Stiffness Requirement for Flat-Bar Longitudinal Stiffener of Box-Girder Compression Flanges
Do Dai Thang Min-Se Koo Asif Hameed Young-Do Jeong : Vol.9 No.2
(2009-06)
p.115 Life-cycle Cost Analysis of a TPSM Applied Continuous Composite Girder Bridge
Sang-Hyo Kim;Jun-Hwan Kim;Chi-Young Jung;Jin-Hee Ahn : Vol.10 No.2
(2010-06)
p.115 Wind-moment design of semi-rigid un-braced steel frames using cruciform column (CCUB) section
Shek Poi Ngian;Mahmood Md Tahir; Arizu Sulaiman;Tan Cher Siang : Vol.15 No.1
(2015-03)
p.115 An Estimate of the Time-varying Temperature Field of the Main Reflector and Subreflector of the Shanghai 65 m Radio Telescope under Solar Illumination
Zhong Jie;Qian Hongliang;Fan Feng;Shen Shizhao : Vol.16 No.1
(2016-03)
p.115 Shear Behaviour of Novel T-Stub Connection between Steel Frames and Precast Reinforced Concrete Shear Walls
Guochang Li;Ye Wang;Zhijian Yang;and Chen Fang : Vol.18 No.1
(2018-03)
p.117 Unified European Design Rules for Steel and Composite Structures
Frans Bijlaard Gerhard Sedlacek Christian Muller Heiko Trumpf : Vol.3 No.2
(2003-06)
p.117 Experimental Investigation of Steel Frames Braced with Symmetrical Pairs of y-shaped Concentric Bracings
Sohail Majid Zamani;Abolhassan Vafaei;A. A. Aghakouchak;Chandrakant Desai : Vol.11 No.2
(2011-06)
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