Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
An Improved Pseudo-Static Seismic Analysis for Underground Frame Structures
There are great needs of simple but reliable engineering design method for underground frame structures subjected seismic loads. The paper describes how ground deformations are estimated and how they are transmitted to an underground structure, presenting methods used in the computation of deformation in the structure with the consideration of the structural stiffness variation with the different magnitude of applied loads. This paper provides an example of the application of the method by a typical two-story three-bay frame structures analysis for a subway station in Shanghai.
An Improved Pseudo-Static Seismic Analysis for Underground Frame Structures
There are great needs of simple but reliable engineering design method for underground frame structures subjected seismic loads. The paper describes how ground deformations are estimated and how they are transmitted to an underground structure, presenting methods used in the computation of deformation in the structure with the consideration of the structural stiffness variation with the different magnitude of applied loads. This paper provides an example of the application of the method by a typical two-story three-bay frame structures analysis for a subway station in Shanghai.
An Improved Pseudo-Static Seismic Analysis for Underground Frame Structures
Zhao, Huiling (Autor:in) / Yuan, Yong (Autor:in)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
Deep and Underground Excavations ; 363-370
14.05.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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