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51
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 ,
52
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 ,
53
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 ,
54
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 ,
55
Dissipation of Energy in Steel Frames with PR Connections
Dissipation of Energy in Steel Frames with PR Connections
Alfredo Reyes-Salazar(Mexico) and Achintya Haldar, | 국제구조공학회 | 2000 ,
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FRAME KOREA
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Mainframe Computing
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