Dynamic characteristics analysis and parametric study of seIf- Anchored suspension bridge with three towers - Details

author：

Fang, Z. (Fang, Z..) ^[1] (Scholars：房贞政) | Zhang, C. (Zhang, C..) ^[2] (Scholars：张超) | Chen, Y. (Chen, Y..) ^[3] (Scholars：陈永健)

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Abstract：

Based　on　a　self-　Anchored　suspension　bridge　with　it　three　towers　a　3D　finited-element　model　is　developed　to　establish　its　defomied　equilibrum　configuratbn　due　to　dead　loadiig　Starting　from　defomed　configuration　a　modal　analyst　is　perfomied　to　provirle　the　frecpiencies　and　mode　shapes　Strutrural　and　material　paranetric　studbs　shav　hat　tensbn　stiffness　of　cable　vertical　bending　stillness　of　stringer　selfweght　of　deck　and　riser　span　ratio　play　an　important　role　in　the　dynamic　characteristics　of　self　anchored　suspension　bridge　it　three　towers.

Keyword：

Self- Anchored suspensbn bridge with three towers dynamic characteristics param etric studies

Community：

[ 1 ] [Fang, Z.]Collie of Civil Engheering, Fuzhou University, Fuzhou, 350108, China
[ 2 ] [Zhang, C.]Collie of Civil Engheering, Fuzhou University, Fuzhou, 350108, China
[ 3 ] [Chen, Y.]Collie of Civil Engheering, Fuzhou University, Fuzhou, 350108, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

CN： 23-1157/P

Year： 2010

Issue： 4

Volume： 30

Page： 97-102

Cited Count：

WoS CC Cited Count：

30 Days PV： 0

Affiliated Colleges：

土木工程学院本学院/部未明确归属的数据

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