Paper Title:
Seismic Analysis of Separated Platform Subway Station Structure
  Abstract

As separated platform subway station structures are close to the bridge piles, its seismic performance need to be analyzed. An artificial earthquake record is used to analyze seismic performance of the subway station structure. The artificial earthquake record with the Kanai–Tajimi model and trigonometric series superprosition method is generated. It is shown that the influences of the stresses of arch springing and basement are significant under horizontal direction earthquake. Under horizontal direction earthquake, the horizontal stresses of arch springing and basement are 1.46 and 1.61 times than the original stresses and their vertical stresses are 1.34 and 1.59 times than the original stresses. It is shown that the influences of the horizontal stress of soleplate and the vertical stresses of arch springing and basement are significant under vertical direction earthquake. Under vertical direction earthquake, the horizontal stresse of soleplate is 3.30 times than the original stress, while vertical stresses of arch springing and basement are 2.78 and 2.72 times than the original stresses.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
4138-4141
DOI
10.4028/www.scientific.net/AMR.163-167.4138
Citation
Y. Zhou, Z. W. Wang, Y. F. Wang, "Seismic Analysis of Separated Platform Subway Station Structure", Advanced Materials Research, Vols. 163-167, pp. 4138-4141, 2011
Online since
December 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jin Li Wang, Hai Qing Liu, Xue Qing Wang
Abstract:the soil-structure appeared slipped of roadway under earthquake, using the Coulomb contact surface model and built soil-structure of roadway...
821
Authors: Farzad Hejazi, Samira Jilani Kojouri, Jamal Noorzaei, M.S. Jaafar, W.A. Thanoon, A.Ali Abang Abdullah
Abstract:Conventional buildings are mainly designed based on elastic analysis of structures subjected to moderate earthquakes. In this case, the...
241
Authors: Hong Kai Chen, Ting Hu, Xiao Ying He, Rong Can Liu
Chapter 8: Hydraulic Engineering
Abstract:Based on the example, red-Flag Bridge in Chongzhou City, using the finite element to analyze the response spectrum of seismic performance for...
2783
Authors: Gong Sheng Yang
Chapter 7: Intelligent Mechatronics
Abstract:Ocean large steel structures are usually constructed on the slide site, being prone to forming large deformation because of its features such...
1632