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

author：

Sun, Y. (Sun, Y..) ^[1] | Guan, P.S. (Guan, P.S..) ^[2] | Gu, Y. (Gu, Y..) ^[3] | Zhuo, W. (Zhuo, W..) ^[4]

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Scopus

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：

Drift ratio; Performance level; Practical method; Regular bridge; Seismic design

Community：

[ 1 ] [Sun, Y.]College of Civil Engineering, Fuzhou University, Fujian, China
[ 2 ] [Guan, P.S.]College of Civil Engineering, Fuzhou University, Fujian, China
[ 3 ] [Gu, Y.]College of Civil Engineering, Fuzhou University, Fujian, China
[ 4 ] [Zhuo, W.]College of Civil Engineering, Fuzhou University, Fujian, China

Reprint 's Address：

[Zhuo, W.]College of Civil Engineering, Fuzhou University, Fujian, China

Email：

zhuowd@fzu.edu.cn

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Source ：

Advanced Materials Research

ISSN： 1022-6680

Year： 2011

Volume： 261-263

Page： 1134-1138

Language： English

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count： 1

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 1

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