DocumentCode :
536624
Title :
Multimodal Response Spectrum Method Analysis of Integral Abutment Curved Box Girder Bridge
Author :
Luo Chaozhuan ; Peng Dawen ; Lin Zhiping
Author_Institution :
Coll. of Urban Constr. & Safety Eng., Shanghai Inst. of Technol., Shanghai, China
fYear :
2010
fDate :
7-9 Nov. 2010
Firstpage :
1
Lastpage :
4
Abstract :
In order to simplify analysis of the dynamic characteristics and seismic response of the integral abutment curved box bridge (IACBB), automatic iteration of the multimode modal response spectrum (MMRS) is realized by APDL language of the structure analysis software ANSYS according to the IACBB´s structural characteristics. The realization flow of iterative MMRS in Ansys were presented, and the availability and precision of the iterative MMRS were examined by the time-history analysis. The result shows that 1) the iterative MMRS is a efficient simplify method, and can be used as an estimating method of seismic analysis for the bridge. And the method provides a reference for future similar structures. 2) several conclusions of earthquake response are given. The research results are helpful for the knowledge of mechanics property of the type of the bridges.
Keywords :
bridges (structures); earthquake engineering; iterative methods; modal analysis; structural engineering computing; ANSYS; APDL language; integral abutment curved box girder bridge; iterative MMRS; multimodal response spectrum method analysis; seismic response; structure analysis software; Bridges; Force; History; Iterative methods; Soil; Structural beams; Vibrations;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
Conference_Location :
Henan
Print_ISBN :
978-1-4244-7159-1
Type :
conf
DOI :
10.1109/ICEEE.2010.5660354
Filename :
5660354
Link To Document :
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