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IJOSS Back Issue
Introduction > IJOSS Back Issue

(ISSN 1598-2351)
Details
p.123 Method for Estimating the Clamping Force of High Strength Bolts Subjected to Temperature Variation
Hwan-Seon Nah Hyeon-Ju Lee Kang-Seok Kim Jin-Ho Kim and Woo-Bum Kim : Vol.9 No.2
(2009-06)
p.125 Failure mechanism of single-layer saddle-curve reticulated shells with material damage accumulation considered under severe earthquake
Zhiwei Yu;Xudong Zhi;Feng Fan;Chen Lu : Vol.12 No.1
(2012-03)
p.125 Using locally pre-stressed reinforcing bars to restore the capacity of severely damaged steel beams
Assaad Taoum;Hui Jiao;Damien Holloway : Vol.15 No.1
(2015-03)
p.125 Redundancy of Single-layer Dome under Earthquake Action Based on Response Sensitivity
Jihong Ye;Nanhai Zhu : Vol.16 No.1
(2016-03)
p.127 Management for the Bridges of New York City
Bojidar S. Yanev : Vol.3 No.2
(2003-06)
p.127 Constitutive Model of Q345 Steel at Different Intermediate Strain Rates
Junling Chen;Wenya Shu;Jinwei Li : Vol.17 No.1
(2017-03)
p.127 Effect of Prying Action Forces on Design Method of Rigid Bolted Connections with Circular End Plate
Mohammad Reza Farajpour and Jamshid Sabouri : Vol.18 No.1
(2018-03)
p.129 Two International Finance Centre Hong Kong Station
Gibbons C Lee A.C.C MacArthur J.M Wan C-W : Vol.2 No.2
(2002-12)
p.129 Analysis of Steel Moment Frames with Deformable Panel Zones
K. D. Hjelmstad G. Haikal : Vol.6 No.2
(2006-03)
p.129 The Local Web Buckling Strength of Stiffened Coped Steel I-Beams
Michael C.H. Yam1 Angus C.C. Lam Feng Wei K. F. Chung : Vol.7 No.2
(2007-06)
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