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IJOSS Back Issue
Introduction >
IJOSS Back Issue
(ISSN 1598-2351)
Details
p.773
Cyclic Experimental Behavior of CFST Column to Steel Beam Frames with Blind Bolted Connections
Jingfeng Wang;Haitao Wang : Vol.18 No.3
(2018-09)
p.775
Buckling Length Analysis for Compression Chord in Cold-Formed Steel Cantilever Truss
Nirut Konkong;Trakool Aramraks;and Kitjapat Phuvoravan : Vol.17 No.2
(2017-06)
p.777
Anti-seismic Effect of Lattice Grid Structure with Friction Pendulum Bearings Under the Earthquake Impact of Various Dimensions
Feng Fan;Dewen Kong;Menghan Sun; Xudong Zhi : Vol.14 No.4
(2014-12)
p.777
A Numerical Method of the Ship Structures Analysis Based on Meshless Local Petrov-Galerkin Method
Jian-ping Chen;Wen-yong Tang;Man-ping Xu : Vol.15 No.4
(2015-12)
p.777
Behavior of Thin-walled Circular Hollow Section Stub Columns Under Axial Compression
Lanhui Guo;Yong Liu;Hui Jiao;Shilong An : Vol.16 No.3
(2016-09)
p.785
Lateral Compression Behaviors of Thin-walled Equilateral Triangular Tubes
Hualin Fan;Wu Hong;Fangfang Sun;Ying Xu;Fengnian Jin : Vol.15 No.4
(2015-12)
p.785
Pre-yielding Effects of ASTM A992 Steel at Elevated Temperatures
Jinwoo Lee ; Michael D. Engelhardt : Vol.14 No.4
(2014-12)
p.787
Robustness of Performance-Based Plastic Design Method for SMABFs
Canxing Qiu;Xingnan Zhao;Yichen Zhang;Hetao Hou : Vol.19 No.3
(2019-06)
p.789
Investigations on Influence of Erection Process on Buckling of Large Span Structures by a Novel Numerical Method Zhongwei Zhao, Zhihua Chen,
Zhongwei Zhao;Zhihua Chen;Hongbo Liu;Bingzhen Zhao : Vol.16 No.3
(2016-09)
p.789
Quasi-static Responses Estimation of a Cable-stayed Bridge from Displacement Data at a Limited Number of Points
Junho Choi;Keesei Lee;and Youngjong Kang : Vol.17 No.2
(2017-06)
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