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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.582 Experimental and Numerical Study on Buckling Behavior of a Rigidly Sti ened Plate with Tee Ribs
Lunhua Bai;Ruili Shen;Lu Wang;Yuan Wang;Rusong Miao : Vol.18 No.2
(2018-06)
p.583 A New Method for Developing Seismic Collapse Fragility Curves Grounded on State-Based Philosophy
Aref Baharvand;Abdolrasoul Ranjbaran : Vol.20 No.2
(2020-04)
p.587 Behaviour and Design of Cold-Formed Steel C-Sections with Cover Plates under Bending
Iman Faridmehr;Mohd Hanim Osman;Mahmood Md. Tahir;Mohammadamin Azimi;Mehran Gholami : Vol.16 No.2
(2016-06)
p.589 Experiment and Analysis of Circular Hollow Section Gap K-joints with Grade HSB 600 Steel
Byong-Jeong Choi1, Young-Suk Oh2, Myung-Jae Lee3, Eun-Taik Lee4, and Cheol-Kyu Kang5* : Vol.12 No.4
(2001-12)
p.589 Research on Design of Through-Diaphragm Connections between CFRT Columns and HSS Beams
Ying Qin;Zhihua Chen; Ning Han : Vol.14 No.3
(2014-09)
p.589 Control of Time-dependent Effects in Steel-concrete Composite Frames
Lalit Kumar Varshney;K. A. Patel;Sandeep Chaudhary;A. K. Nagpal : Vol.13 No.4
(2013-12)
p.591 Experimental Research on Static Behavior of Stiff ened T-Shaped Concrete-Filled Steel Tubular Stubs Subjected to Concentric Axial Loading
Chuangze Xu;Yuanlong Yang;Xin Tang;Jiepeng Liu : Vol.19 No.2
(2019-04)
p.593 Estimation of Fixity Factors of Bolted Joints in a Steel Frame Structure Using a Vibration-based Health Monitoring Technique
Joy Pal;Sauvik Banerjee;Sanjay Chikermane;and Pradipta Banerji : Vol.17 No.2
(2017-06)
p.595 Method for increasing the energy dissipation capacity of T-stub connections
Jae-Guen Yang;Hyung-Dong Lee : Vol.15 No.3
(2015-09)
p.596 Study of the Ultimate Load Capacity of K-Type Tube-Gusset Plate Connections
Yan-Zhong Ju;Jia-Yang Li;De-Hong Wang;Jun-Feng Bai : Vol.18 No.2
(2018-06)
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