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171
Modal Analysis of Eccentric Shells With Fluid-Filled Annulus
Modal Analysis of Eccentric Shells With Fluid-Filled Annulus
Myung Jo Jhung, Kyeong Hoon Jeong and Won Gul Hwa, | 국제구조공학회 | 2002 ,
172
A New Piezoelectric Shell Element and Its Application In Static Shape Control
A New Piezoelectric Shell Element and Its Application In Static Shape Control
Su huan Chen, Guo Feng Yao and Hua Dong Lian (Chi, | 국제구조공학회 | 2001 ,
173
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 ,
174
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 ,
175
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 ,
176
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 ,
177
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 ,
178
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 ,
179
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 ,
180
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 ,
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