Seismic response analysis of concrete arch bridge with corrugated steel webs - Details

author：

Chen, B. (Chen, B..) ^[1] (Scholars：陈宝春) | Wu, Q. (Wu, Q..) ^[2] (Scholars：吴庆雄) | Wang, Y. (Wang, Y..) ^[3]

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Abstract：

The　seismic　analysis　of　a　new　arch　structure　subjected　to　three-directional　ground　motions,　which　is　the　reinforced-concrete　arch　bridge　with　corrugated　steel　webs,　is　carried　out　by　using　the　time-history　analysis　method.　Comparing　with　the　reinforced-concrete　arch　bridge　with　concrete　webs,　the　new　arch　structure　has　a　better　dynamic　and　seismic　performance.　Then,　the　effect　of　vertical　ground　motions　on　the　arch　bridge　with　corrugated　steel　webs　is　discussed　by　a　comparison　of　the　seismic　responses　from　the　three-directional　ground　motions　and　the　two-directional　(transversal　and　longitudinal　direction)　ground　motions.

Keyword：

Arch bridge; Corrugated steel webs; Earthquake resistant; Seismic response analysis

Community：

[ 1 ] [Chen, B.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
[ 2 ] [Wu, Q.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China
[ 3 ] [Wang, Y.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China

Reprint 's Address：

陈宝春
[Chen, B.]College of Civil Engineering, Fuzhou University, Fuzhou 350002, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

CN： 23-1157/P

Year： 2007

Issue： 3

Volume： 27

Page： 47-53

Cited Count：

WoS CC Cited Count：

30 Days PV： 1

Affiliated Colleges：

土木工程学院本学院/部未明确归属的数据

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