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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.329 Behaviour of Single-sided Composite Joints at Room Temperature and in Case of Fire after an Earthquake
J.-F. Demonceau;F. Hanus, J.-P. Jaspart;J.-M. Franssen : Vol.9 No.4
(2009-12)
p.329 Sloped RBS Moment Connections at Roof Floor Subjected to Cyclic Loading: Analytical Investigation
Jong-Kook Hong : Vol.19 No.1
(2019-02)
p.330 Derivation of Elastic Constants for Orthotropic Plates
Nikola Mom?ilovi?;Milorad Motok;Tasko Maneski : Vol.20 No.1
(2020-02)
p.331 Assessment of Strength and Measures to Upgrade a Telecommunication Steel Tower
George N. Stamatopoulos : Vol.13 No.2
(2013-06)
p.331 Design of Special Truss Moment Frames Considering Progressive Collapse
Jinkoo Kim ; Jongyeol Park : Vol.14 No.2
(2014-06)
p.333 Development of Human Body Model for the Dynamic Analysis of Footbridges under Pedestrian Induced Excitation
Sang-Hyo Kim Kwang-Il Cho Moon-Seock Choi Ji-Young Lim : Vol.8 No.4
(2008-12)
p.333 On the Prediction of Effect of Direction of Welding on Bead Geometry and Residual Deformation of Double-sided Fillet Welds
C. Pandey;A. Giri;M. M. Mahapatra : Vol.16 No.2
(2016-06)
p.335 Probabilistic Optimal Safety with Minimum Life-Cycle Cost Based on Stochastic Finite Element Analysis of Steel Cable-Stayed Bridges
Sung-Ho Han;Woo-Sang Lee;Myung-Seok Bang : Vol.11 No.3
(2011-09)
p.335 Application of multistage homotopy perturbation method to the nonlinear space truss model
Sudeok Shon;Junhong Ha;Seungjae Lee;Jae-Jun Kim : Vol.15 No.2
(2015-06)
p.337 Lifetime Reliability Based Life-Cycle Cost Effective Optimum Design of Orthotropic Steel Deck Bridges
Kwang-Min Lee Hyo-Nam Cho Hyun-Ho Choi Hyoung-Jun An : Vol.6 No.5
(2006-12)
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