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IJOSS Back Issue
Introduction >
IJOSS Back Issue
(ISSN 1598-2351)
Details
p.599
Analytical Modeling of Nonlinear Behavior of Composite Stub-Girders
Raafat E. S. Ismail1*, Mohamed T. H. El-Katt1, Hesham A. Zien Eldin2, and Younis M. Y. Kasem1 : Vol.12 No.4
(2001-12)
p.600
Pseudo-plastic Collapse Performance of Multi-span Continuous Beams with CFS Sigma Sections: A Numerical Study
Feiliang Wang;Jian Yang;James B. P. Lim : Vol.20 No.2
(2020-04)
p.601
A Discrete Optimization Process for the Design of Horizontal Girders of Rising Sector Gate Using PIAnO
Kabsoo Lee;Hyuckmoon Gil;Xiaozhe Lu; Youngdoo Kwon : Vol.14 No.3
(2014-09)
p.601
Ultimate Behavior of Steel Cable-stayed Bridges - I. Rational Ultimate Analysis Method -
Seungjun Kim;Deok Hee Won;Young Jong Kang : Vol.16 No.2
(2016-06)
p.603
An Analytical and Numerical Investigation on the Dynamic Responses of Steel Plates Considering the Blast Loads
Behzad Mohammadzadeh;Hyuk Chun Noh : Vol.19 No.2
(2019-04)
p.605
Response modification factor for steel structure equipped with viscous damper device
H. Abdi;F. Hejazi;R. Saifulnaz;I. A. Karim;M. S. Jaafar : Vol.15 No.3
(2015-09)
p.607
Seismic Performance of Buckling-restrained Braced Frames with Varying Beam-column Connections
Ahmad Fayeq Ghowsi;Dipti Ranjan Sahoo : Vol.13 No.4
(2013-12)
p.608
Correction to: 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)
p.609
Seismic Response of Steel Frames Considering the Hysteretic Behaviour of the Semi-rigid Supports
George N. Stamatopoulos : Vol.14 No.3
(2014-09)
p.609
Frame Nonlinear Analysis by Force Method
M. Rezaiee-Pajand and N. Gharaei-Moghaddam : Vol.17 No.2
(2017-06)
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