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91
Shaking Table Study of a 2/5 Scale Steel Frame With New Viscoelastic Dampers
Shaking Table Study of a 2/5 Scale Steel Frame With New Viscoelastic Dampers
K.C. Chang, M.H. Tsai (R.O.C) and M.L. Lai (U.S.A, | 국제구조공학회 | 2001 ,
92
Structural Identification of a Steel Frame From Dynamic Test-Data
Structural Identification of a Steel Frame From Dynamic Test-Data
A. Morassi (Italy), | 국제구조공학회 | 2001 ,
93
A Numerical Model For Masonry Implemented In The Framework of a Discrete Formulation
A Numerical Model For Masonry Implemented In The Framework of a Discrete Formulation
A. Nappi (Italy) and F. Tin-Loi (Australia), | 국제구조공학회 | 2001 ,
94
Analysis of Buiding Frames with Viscoelastic Dampers Under Base Excitation
Analysis of Buiding Frames with Viscoelastic Dampers Under Base Excitation
A.K. Shukla and T.K. Datta (India), | 국제구조공학회 | 2001 ,
95
A Variable layering System For Nonlinear Analysis Reinforced Concrete Plane Frames
A Variable layering System For Nonlinear Analysis Reinforced Concrete Plane Frames
Ahmed B. Shuraim (Saudi Arabia), | 국제구조공학회 | 2001 ,
96
Stability of Unbraced Frames Under Non-Proportional Loading
Stability of Unbraced Frames Under Non-Proportional Loading
L.Xu, Y. Liu and J. Chen (Canada), | 국제구조공학회 | 2001 ,
97
Effects of Shear Deformation on The Effective Length of Tapered Columns With I-Section For Steel Portal Frames
Effects of Shear Deformation on The Effective Length of Tapered Columns With I-Section For Steel Portal Frames
Guo-Qiang Li and Jin-Jun Li (China), | 국제구조공학회 | 2000 ,
98
A Computer Program For The Analysis of Reinforced Concrete Frames With Cracked Beam Elements
A Computer Program For The Analysis of Reinforced Concrete Frames With Cracked Beam Elements
A. Kamil Tanrikulu, Cengiz Dundar and Ismail H. C, | 국제구조공학회 | 2000 ,
99
Pseudo Plastic Zone Analysis of Steel Frame Structures Comprising Non-Compact Sections
Pseudo Plastic Zone Analysis of Steel Frame Structures Comprising Non-Compact Sections
P. Avery and M. Mahendran (Australia), | 국제구조공학회 | 2000 ,
100
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 ,
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