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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.609 Experimental and Theoretical Study on High Strength Steel Extended Endplate Connections After Fire
Xuhong Qiang;Nianduo Wu;Yongfeng Luo;Xu Jiang;Frans Bijlaard : Vol.18 No.2
(2018-06)
p.612 Experimental and Analytical Behavior of Square CFDST Column Blind Bolted to Steel Beam Connections
Jingfeng Wang;Lei Guo : Vol.20 No.2
(2020-04)
p.618 Simlating the Stability and Pre-stressed Tension of a Single-Layer Spherical Reticulated Shell Supported by Cable
Zhang Zhonghao;Zhi Xudong;Li Qixun;Fan Feng : Vol.19 No.2
(2019-04)
p.619 Finite Element Modelling of Concrete-filled Lean Duplex Stainless Steel Tubular Stub Columns
M. Longshithung Patton;Konjengbam Darunkumar Singh : Vol.14 No.3
(2014-09)
p.623 Distortion induced fatigue of deck plate at rib intersection with diaphragm in orthotropic steel deck
Rong Liu;Bo Wang;Yuqing Liu : Vol.15 No.3
(2015-09)
p.623 Finite Element Investigation of Shear Capacity of Locally Corroded End Panel of Steel Plate Girder
Nauman Khurram;Eiichi Sasaki;Hiroshi Katsuchi;Hitoshi Yamada : Vol.13 No.4
(2013-12)
p.625 Ultimate Behavior of Steel Cable-stayed Bridges - II. Parametric Study -
Seungjun Kim;Deok Hee Won;Young Jong Kang : Vol.16 No.2
(2016-06)
p.631 Optimized and Decentralized Pulse Control of Seismically Excited Steel Structures
Fereidoun Amini;Maryam Hassanali;and Majd Javanbakht : Vol.17 No.2
(2017-06)
p.633 Numerical determination of rotational restraint of cold-formed Z-purlin according to EC3
M. Gajdzicki;J. Goczek : Vol.15 No.3
(2015-09)
p.633 Comparison of Bolted End plate and T-Stub Connections Sensitivity to Bolt Diameter on Cyclic Behavior
Hamid Saberi;Ali Kheyroddin; Mohsen Gerami : Vol.14 No.3
(2014-09)
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