STUDY ON AXIAL ANALYSIS OF UNDERGROUND STRUCTURES IN SEISMIC DESIGN

SUZUKI Takanobu

doi:10.2208/jscejseee.65.263

Bibliographic Information

Other Title

応答変位法による地中構造物の軸変形解析に関する一考察

Abstract

The conditions of soil properties at different locations should be considered for axial deformation analysis of underground structures, because they are spatially extended. Though various analyzing methods are proposed, the author focuses on stationaly wave model, and presents some results in this report, such as the effect of boundary conditions and the simplification of response of bi-linear soil spring model. Recently, performance design method is needed for underground structures, then it is important to develop axial deformation analysis which can pursuit large deformation and structural damage easily. The method proposed in this paper is useful for these aims.

Journal

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 65 (1), 263-272, 2009

Japan Society of Civil Engineers

Keywords

Details 詳細情報について

CRID: 1390282680328004736

NII Article ID: 130004961159

DOI: 10.2208/jscejseee.65.263

ISSN: 21854653

Data Source

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