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1
Free Vibration Analysis of Multiple Open-Edge Cracked Beams By Component Mode Synthesis
Free Vibration Analysis of Multiple Open-Edge Cracked Beams By Component Mode Synthesis
M.Kisa and J.A. Brandon(U.K.), | 국제구조공학회 | 2000 ,
2
Load-Carrying Capacities and Failure Moded of Scaffold-Shoring Systems, Part ll: And Analytical Model and its Closed-Form Solution
Load-Carrying Capacities and Failure Moded of Scaffold-Shoring Systems, Part ll: And Analytical Model and its Closed-Form Solution
Y.L. Huang, Y.G. Kao(R.O.C) and D.V. Rosowsky(U.S, | 국제구조공학회 | 2000 ,
3
Load-Carrying Capacities and Failure modes of Scaffold-Shoring Systems, Part l: Modeling and Experiments
Load-Carrying Capacities and Failure modes of Scaffold-Shoring Systems, Part l: Modeling and Experiments
Y.L. Huang, H.J. Chen(R.O.C.), D. V. Rosowsky(U.S, | 국제구조공학회 | 2000 ,
4
Results And Implications of The Damage Index Method Applied to a Multi-Span continuous Segmental Prestressed Concrete Bridge
Results And Implications of The Damage Index Method Applied to a Multi-Span continuous Segmental Prestressed Concrete Bridge
Ming L. Wang, Fan L. Xu and George M. Lloyd(U.S.A, | 국제구조공학회 | 2000 ,
5
Member Capacity of Columns With Semi-Rigid End Conditions In Oktalok Space Frames
Member Capacity of Columns With Semi-Rigid End Conditions In Oktalok Space Frames
Xiao-Ling Zhao, Peter Lim, Paul Joseph and Yong-L, | 국제구조공학회 | 2000 ,
6
Application of Frequency Domain Analysis For Generation of Seismic Floor Resonse Spectra
Application of Frequency Domain Analysis For Generation of Seismic Floor Resonse Spectra
A.K. Ghosh(India), | 국제구조공학회 | 2000 ,
7
Effect of Direct Member Loading on Space Truss Behaviour
Effect of Direct Member Loading on Space Truss Behaviour
Ahmed El-Sheikh(U.K.), | 국제구조공학회 | 2000 ,
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