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11 Results:SS:POS PP:국제구조공학회 0.156 sec.
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1
Post-earthquake capacity evaluation of R/C buildings based on pseudo-dynamic tests
Post-earthquake capacity evaluation of R/C buildings based on pseudo-dynamic tests
Dae-eon Kang., | 국제구조공학회(TECNO-PRESS) | 2006 ,
2
Buckling and postbuckling behavior of solid superelastic shape memory alloy shafts
Buckling and postbuckling behavior of solid superelastic shape memory alloy shafts
Muhammad Ashiqur Rahman., | 국제구조공학회(TECNO-PRESS) | 2006 ,
3
Post-peak response analysis of SFRC columns including spalling and buckling
Post-peak response analysis of SFRC columns including spalling and buckling
Rejesh P. Dhakal (New Zealand), | 국제구조공학회(TECNO-PRESS) | 2006 ,
4
Non-linear time-dependent post-elastic analysis of suspended cable considering creep effect
Non-linear time-dependent post-elastic analysis of suspended cable considering creep effect
S. Kmet, M. Tomko, Brda (Slovak Republic), | 국제구조공학회(TECNO-PRESS) | 2006 ,
5
Marguerre shell type secant matrices for the postbuckling analysis of thin, shallow composite shells
Marguerre shell type secant matrices for the postbuckling analysis of thin, shallow composite shells
S.Arul Jayachandran, V. Kalyanaraman, R. Narayanan, | 국제구조공학회(TECNO-PRESS) | 2004 ,
6
Influence of End Fixity on Post-Yield Behaviors of a Tubular Member
Influence of End Fixity on Post-Yield Behaviors of a Tubular Member
Kyu Nam Cho (Korea), | 국제구조공학회 | 2002 ,
7
Analytical and Experimental Postbuckling of Conditioned Cabels
Analytical and Experimental Postbuckling of Conditioned Cabels
L. Rivierre, O.Polit and J.L. Billoet (France), | 국제구조공학회 | 2001 ,
8
Post-Peak Behavior and Flexural Ductility of Doubly Reinforced Normal- and High-Strength Concrete Beams
Post-Peak Behavior and Flexural Ductility of Doubly Reinforced Normal- and High-Strength Concrete Beams
H.J. Pam, A.K.H. Kwan and J.C.M. Ho (Hong Kong), | 국제구조공학회 | 2001 ,
9
Explicit Incremental Matrices for The Postbuckling Anaysis of Thin Plates with Small initial Curvature
Explicit Incremental Matrices for The Postbuckling Anaysis of Thin Plates with Small initial Curvature
S. Arul Jayachandran, S. Gopalakrishnan and R. Na, | 국제구조공학회 | 2001 ,
10
Postbucking Strength of an Axially Compressed Elastic Circular Cylinder with all Symmetry Broken
Postbucking Strength of an Axially Compressed Elastic Circular Cylinder with all Symmetry Broken
Fumio Fujii and Hirohisa Noguchi (Japan), | 국제구조공학회 | 2001 ,
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