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21
Distribution Sensitive Income Elasticities of Food Demand in Urban Guangdong Comparing to Other Urban Regions of China
Distribution Sensitive Income Elasticities of Food Demand in Urban Guangdong Comparing to Other Urban Regions of China
Yung-Keun Kim, | Korea Trade Research Association Inc. | 2002 ,
22
Statistical Study and Evaluation of Ductility Factors for Elastic Perfectly Plastic SDOF Systems in Stiff Soils
Statistical Study and Evaluation of Ductility Factors for Elastic Perfectly Plastic SDOF Systems in Stiff Soils
Cheol-Kyu Kang, Byong-Jeong Choi, | The Korean Society of Steel Structures | 2004 ,
23
Evaluation of T-stress for cracks in elastic sheets
Evaluation of T-stress for cracks in elastic sheets
R. K. L. Su, | 국제구조공학회(TECNO-PRESS) | 2005 ,
24
An analytical solution of the annular plate on elastic foundation
An analytical solution of the annular plate on elastic foundation
D.G. Pavlou, N. V. Vlachakis, M. G. Pavlou, | 국제구조공학회(TECNO-PRESS) | 2005 ,
25
Determination of the Vlasov foundation parameters-quadratic variation of elasticity modules-using FE analysis
Determination of the Vlasov foundation parameters-quadratic variation of elasticity modules-using FE analysis
Mecit Celik, Mehmet H. Omurtag, | 국제구조공학회(TECNO-PRESS) | 2005 ,
26
The elastic deflection and ultimate bearing capacity of cracked eccentric thin-walled columns
The elastic deflection and ultimate bearing capacity of cracked eccentric thin-walled columns
L. Zhou, Y. Huang, | 국제구조공학회(TECNO-PRESS) | 2005 ,
27
Prediction of contact lengths between an elastic layer and two elastic circular punches with neural networks
Prediction of contact lengths between an elastic layer and two elastic circular punches with neural networks
Talat Sukru Ozsahin, Ahmet Birinci, A. Osman Caki, | 국제구조공학회(TECNO-PRESS) | 2004 ,
28
The effective depth of soil stratum for plates resting on elastic foundation
The effective depth of soil stratum for plates resting on elastic foundation
Ayse T. Daloglu, K. Ozgan, | 국제구조공학회(TECNO-PRESS) | 2004 ,
29
Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
S. Rajendran, S. Subramanian, | 국제구조공학회(TECNO-PRESS) | 2004 ,
30
Free vibration and elastic analysis of shear-deformable non-symmetric thin-walled curved beams : A centroid-shear center formulation
Free vibration and elastic analysis of shear-deformable non-symmetric thin-walled curved beams : A centroid-shear center formulation
Nam-ll Kim, Moon-Young Kim, | 국제구조공학회(TECNO-PRESS) | 2005 ,
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