Art

J-GLOBAL ID：201302252305743376   Reference number：13A0802224

Seismic evaluation of soil-foundation-superstructure system considering geometry and material nonlinearities of both soils and structures

地盤と構造物両方の形状と材料の非線形性を考慮した地盤-基礎-上部構造システムの耐震性評価

Author (4)： BAO Yuanfeng (Nagoya Inst. Technol., Nagoya, JPN) ,  YE Guanlin (Shanghai Jiaotong Univ., Shanghai, CHN) ,  YE Bin (Tongji Univ., Shanghai, CHN) ,  ZHANG Feng (Nagoya Inst. Technol., Nagoya, JPN)
Material： Soils and Foundations (Web)
Volume： 52  Issue： 2  Page： 257-278  Publication year： Apr. 2012 
JST Material Number： U2456A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： ground ,  structure (construction) ,  morphology (form) ,  material ,  nonlinearity ,  *dynamic soil-structure interaction ,  inspection ,  *evaluation ,  finite deformation ,  constituted model ,  *finite element method ,  liquefaction (fluidization) ,  *earthquake performance evaluation
Semi thesaurus term： finite element method ,  *earthquake performance evaluation ,  *地盤-基礎-上部構造システム ,  *動的FEM

JST classification (2)： Structural dynamics  (HD02000E) ,  Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (30)：

• Abaqus, 2008. ABAQUS/CAE: user's manual, version 6.8. ABAQUS Inc., USA.
• Asaoka, A., Nakano, M., Noda, T., 1994. Soil-water coupled behavior of saturated clay near/at critical state. Soils and Foundations 37 (1), 91-105.
• Asaoka, A., Nakano, M., Noda, T., 1998. Super loading yield surface concept for the saturated structured soils. In: Proceedings of the Fourth European Conference on Numerical Methods in Geotechnical Engineering-NUMGE98, pp. 232-242.
• Chang, D.W., Lin, B.S., Cheng, S.H., 2009. Lateral load distributions on grouped piles from dynamic pile-to-pile interaction factors. Interna-tional Journal for Numerical and Analytical Methods in Geomecha-nics 33 (2), 173-191.
• Goto, Y., Li, X.S., Kasugai, T., Obata, M., 1995. Analysis of Greenhill problem by a co-rotational method. Journal of Structural Engineering 41A, 411-420.

Terms in the title (6)： 地盤 ,  構造物 ,  非線形性 ,  基礎 ,  上部構造 ,  耐震性評価