A practical performance-based seismic design method for regular highway bridges - Details

author：

Sun, Ying (Sun, Ying.) ^[1] | Guan, Ping Shang (Guan, Ping Shang.) ^[2] | Gu, Yin (Gu, Yin.) ^[3] | Zhuo, Weidong (Zhuo, Weidong.) ^[4]

Indexed by：

Abstract：

In　this　paper,　a　simple　and　practical　performance-based　seismic　design　(PBSD)　method　for　regular　highway　bridges　is　suggested.　In　the　proposed　PBSD　method,　the　drift　ratio　of　the　bridge　column　is　employed　as　quantitative　indices　of　seismic　performance　levels,　and　its　target　values　for　each　seismic　performance　level　are　given.　The　whole　design　processes　of　a　regular　highway　bridge　with　various　performance　objects　under　different　seismic　levels　are　demonstrated.　©　(2011)　Trans　Tech　Publications,　Switzerland.

Keyword：

Bridges Building materials Civil engineering Construction equipment Design Highway bridges Seismic design Seismic waves Seismology

Community：

[ 1 ] [Sun, Ying]College of Civil Engineering, Fuzhou University, Fujian, China
[ 2 ] [Guan, Ping Shang]College of Civil Engineering, Fuzhou University, Fujian, China
[ 3 ] [Gu, Yin]College of Civil Engineering, Fuzhou University, Fujian, China
[ 4 ] [Zhuo, Weidong]College of Civil Engineering, Fuzhou University, Fujian, China

Reprint 's Address：

Email：

zhuowd@fzu.edu.cn

Show more details

Related Keywords：

A practical framework for probability and performance-based seismic design of highway bridges
2015，Journal of Central South University (Science and Technology)
Model experimental methodology utilizing multi earthquake simulation shake table system
2007，2nd International Conference on Advances in Experimental Structural Engineering, AESE 2007
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges
2017，6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017
A probalilistic seismic demand model for regular highway bridges by cloud approach
2016，Engineering Mechanics
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017)
2017，6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017

Source ：

ISSN： 1022-6680

Year： 2011

Volume： 261-263

Page： 1134-1138

Language： English

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 2

Affiliated Colleges：

Get Fulltext

DOI Library Discovery Baidu Scholar Search Engineering Village

Type
Departments

All Years Choose Year From to