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8 Results:UU:VOLUME19NUMBER22005JANUARY 0.46 sec.
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1
The torisonal buckling analysis for cylindrical shell with material non-homogeneity in thickness direction under impulsive loading
The torisonal buckling analysis for cylindrical shell with material non-homogeneity in thickness direction under impulsive loading
A. H. Sofiyev, | 국제구조공학회(TECNO-PRESS) | 2005 ,
2
Effect of varying the size of flatbar stiffeners on the buckling behaviour of thin cylinders on local supports
Effect of varying the size of flatbar stiffeners on the buckling behaviour of thin cylinders on local supports
Wesley Vanlaere, Rudy Van lmpe, Guy Lagae, Thomas, | 국제구조공학회(TECNO-PRESS) | 2005 ,
3
An assumed-stress finite element for static and free vibration analysis of Reissner-Mindlin plates
An assumed-stress finite element for static and free vibration analysis of Reissner-Mindlin plates
Kutlu Darilmaz, | 국제구조공학회(TECNO-PRESS) | 2005 ,
4
Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beams
Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beams
J. C. M Ho, F. T. K. Au, A. K. H. Kwan, | 국제구조공학회(TECNO-PRESS) | 2005 ,
5
Numerical strudy of stress states near construction joint in two-plate-girder bridge with cast-in-place PC slab
Numerical strudy of stress states near construction joint in two-plate-girder bridge with cast-in-place PC slab
Eiki Yamaguchi, Fumio Fukushi, Naoki Hirayama, Ta, | 국제구조공학회(TECNO-PRESS) | 2005 ,
6
Nonilinear analysis using load-displacement control
Nonilinear analysis using load-displacement control
Young-Doo Kwon, Hyun-Wook Kwon, Beom-Soo Lim, | 국제구조공학회(TECNO-PRESS) | 2005 ,
7
Finite element vibration and damping analysis of a partially covered cantilever beam
Finite element vibration and damping analysis of a partially covered cantilever beam
Mustafa Yaman, | 국제구조공학회(TECNO-PRESS) | 2005 ,
8
Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
Y. Q. Ni, K. Q. Fan, G. Zheng, J. M. Ko, | 국제구조공학회(TECNO-PRESS) | 2005 ,
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