Implementation of the modified cross-section racking deformation method using explicit FDM program: A critical assessment

Chih Chieh Lu, Jin Hung Hwang

研究成果: 雜誌貢獻期刊論文同行評審

17 引文 斯高帕斯(Scopus)

摘要

The modified cross-section racking deformation (MCSRD) method can accurately derive the vulnerability and the deformation of underground structures resulting from different magnitudes of earthquakes; while the nonlinear soil-structure interaction can be determined by numerical calculation. Compared with dynamic analysis, the MCSRD method is a more efficient and simpler way of achieving the seismic performance-based design (SPBD) for underground structures. To better apply the method using FLAD2D, the research includes several numerical examples, which study critical numerical points of the approach. The framework of the MCSRD method to assess the seismic capacity of underground structures will be demonstrated with an example.

原文???core.languages.en_GB???
頁(從 - 到)58-73
頁數16
期刊Tunnelling and Underground Space Technology
68
DOIs
出版狀態已出版 - 9月 2017

指紋

深入研究「Implementation of the modified cross-section racking deformation method using explicit FDM program: A critical assessment」主題。共同形成了獨特的指紋。

引用此