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181
Seismic Shear Behavior of Rectangular Hollow Bridge Columns
Seismic Shear Behavior of Rectangular Hollow Bridge Columns
Y.L. Mo, Chyuan-Hwan Jeng (U.S.A) and S.F. Perng, | 국제구조공학회 | 2001 ,
182
Effect of Shear Wall Location In Rigid Grame On Earthquake Response Of Roof Structure
Effect of Shear Wall Location In Rigid Grame On Earthquake Response Of Roof Structure
Koichiro Ishikawa, Yoshizo Kawasaki and Kengo Tag, | 국제구조공학회 | 2001 ,
183
Shear-Fatigue Behavior Of High-Strength Reinforced Concrete Beams Under Repeated Loading
Shear-Fatigue Behavior Of High-Strength Reinforced Concrete Beams Under Repeated Loading
Kae-Hwan Kwak and Jong-Gun Park (Korea), | 국제구조공학회 | 2001 ,
184
Meshless Formulation For Shear-Locking Free Bending Elements
Meshless Formulation For Shear-Locking Free Bending Elements
W.Kanok-Nukulchai, W.J. Barry and K. Saran-Yasoon, | 국제구조공학회 | 2001 ,
185
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 ,
186
Use of The Differential Quadrature Method For The Bucking Analysis of Cylindrical Shell Panels
Use of The Differential Quadrature Method For The Bucking Analysis of Cylindrical Shell Panels
D. Redekop and E. Makhoul (Canada), | 국제구조공학회 | 2000 ,
187
Snap-Through Buckling of Single-Layer Squarely-Reticulated Shallow Spherical Shells Continuously Supported On Springs
Snap-Through Buckling of Single-Layer Squarely-Reticulated Shallow Spherical Shells Continuously Supported On Springs
G.H. Nie (China), | 국제구조공학회 | 2000 ,
188
Towards Improved Models of Shear Strength Degradation in Reinfrocement Concrete Members
Towards Improved Models of Shear Strength Degradation in Reinfrocement Concrete Members
Mark Aschheim(U.S.A), | 국제구조공학회 | 2000 ,
189
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Retrofitting By Adhesive Bonding Steel Plates To The Sides of R.C. Beams Part 2: Debonding of Plates Due To Shear and Design Rules
Deric. J. Oehlers, Ninh T. Nguyen and Mark A. Bra, | 국제구조공학회 | 2000 ,
190
Exact Solutions for Free Vibration of Multi-step Orthotropic Shear Plates
Exact Solutions for Free Vibration of Multi-step Orthotropic Shear Plates
Q.S.Li(Hong Kong), | 국제구조공학회 | 2000 ,
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