An approach of seismic design for sheet pile retaining wall based on capacity spectrum method

被引:16
|
作者
Qu, Honglue [1 ]
Li, Ruifeng [2 ]
Hu, Huanguo [2 ]
Jia, Hongyu [3 ]
Zhang, Jianjing [3 ]
机构
[1] Southwest Petr Univ, Sch Geosci & Technol, 8 Xindu Ave, Chengdu 610500, Peoples R China
[2] Southwest Petr Univ, Sch Civil Engn & Architecture, 8 Xindu Ave, Chengdu 610500, Peoples R China
[3] Southwest Jiaotong Univ, Sch Civil Engn, 111 North 1st Sect Second Ring Rd, Chengdu 610031, Peoples R China
关键词
capacity spectrum method; pushover analysis; sheet pile wall; interaction between soil and structure; PUSHOVER ANALYSIS PROCEDURE; PERFORMANCE; STRENGTH; DEMANDS;
D O I
10.12989/gae.2016.11.2.309
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As the forefront of structural design method, capacity spectrum method can be applied conveniently, and through this method, deformation demand of structure can be considered. However, there is no research for the seismic application in the structure of sheet pile retaining wall to report. Therefore, focusing on laterally loaded stabilizing sheet pile wall, which belongs to flexible cantilever retaining structure and meets the applying requirement of capacity spectrum method from seismic design of building structure, this paper studied an approach of seismic design of sheet pile wall based on capacity spectrum method. In the procedure, the interaction between soil and structure was simplified, and through Pushover analysis, seismic fortification standard was well associated with performance of retaining structure. In addition, by comparing the result of nonlinear time history analysis, it suggests that this approach is applicable.
引用
收藏
页码:309 / 323
页数:15
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