Time-History Analysis of Seismic Performance of Metro Station by Top-Down Boring with Cast-In Situ Arch

De Yun Ding; Wei Feng Wang; Mei Qun Huang; Xiu Ren Yang; Zong Zhen Wu

doi:10.4028/www.scientific.net/AMM.256-259.2216

Paper Titles

A Comparison of Two Magnitude Estimation Methods Using Predominant Period in Earthquake Early Warning
p.2193

Seismic Damage Investigation of Residential Fill Ground in the Eastern Part of Kyoto Basin
p.2200

An Earthquake Fault Zone Discovered in the Three Gorges Reservoir Area
p.2207

Two-Stage Design Method for Multi-Story Structures Equipped Metal Dampers, Part II: Case Study
p.2212

Time-History Analysis of Seismic Performance of Metro Station by Top-Down Boring with Cast-In Situ Arch
p.2216

Assessment of the Torsion Effect in Asymmetric Buildings under Seismic Loading
p.2222

Seismic Performance Improvement of Precast Buildings Using Dissipative Friction Devices
p.2229

Seismic Response of Steel Buildings with Different Structural Typology
p.2234

Seismic Risk Analysis of Concrete Gravity Dams under Near-Fault Ground Motions
p.2240

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Time-History Analysis of Seismic Performance of...

Time-History Analysis of Seismic Performance of Metro Station by Top-Down Boring with Cast-In Situ Arch

Abstract:

Taken the Dawanglu station of Beijing metro line 14 as engineering background, the seismic performance of metro station by top-down boring with cast-in-situ arch under rare earthquake action (E3) is researched. A three-dimensional dynamic model is established by using the finite element program MIDAS/GTS. Through the time-history analysis method, the displacement response of the main structure of metro station is obtained. The storey relative displacement and storey drift angle of the main structure are mainly analyzed. Numerical results show that under rare earthquake action, metro station structure can satisfy the requirements of the seismic performance, and can be regarded as a valuable reference for the design.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

2216-2221

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.2216

Citation:

Cite this paper

Online since:

December 2012

Authors:

De Yun Ding*, Wei Feng Wang, Mei Qun Huang, Xiu Ren Yang, Zong Zhen Wu

Keywords:

Metro Station, Seismic Performance, Storey Drift Angle, Three-Dimensional Finite Element, Time History Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] S. Samata, H. Ohuchi and T. Matsuda: Cement and Concrete Composites, Vol. 19 (3) (1997), p.223.

Google Scholar

[2] Y.M.A. Hashash, J.J. Hook, B. Schmidt, et al.: Tunneling and Underground Space Technology, Vol. 16 (4) (2001), p.247.

Google Scholar

[3] Jingbo Liu and Bin Li: China Civil Engineering Journal, Vol. 39(6) (2006), p.106.

Google Scholar

[4] Hong Xu, Dengbang Lu, Xiaoliang Yu and Xiuxin Wang: Jiangsu Construction, Vol. 1 (2008), p.26.

Google Scholar

[5] Yu'e Zhang, Baohong Bai, Yaohui Zhang and Zanzhi Wang: Journal of Vibration and Shock, Vol. 22(1) (2003), p.70.

Google Scholar

[6] Meiqun Huang: Urban Rapid Rail Transit, Vol. 22(6) (2009), p.66.

Google Scholar

[7] Ministry of Housing and Urban-Rural Development of the People's Republic of China: Code for Seismic Design of Urban Rail Transit Structures, Opinion Soliciting Draft, (2010).

Google Scholar