[1]WU Naisen,WANG Yuansheng,HE Tao..Analysis of Seismic Response for CFST Arch Bridge[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):30-34.
Copy
Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
30卷
Number of periods:
2009年03期
Page number:
30-34
Column:
Public date:
1900-01-01
- Title:
-
Analysis of Seismic Response for CFST Arch Bridge
- Author(s):
-
WU Naisen; WANG Yuansheng; HE Tao.
-
1.School of Mechanics,Civil Engineering and Architecture。Northwestern Polytechnic University,Xi’an 710072,China;2.Luohe City Department of Transportation,Luohe 462400,China
-
- Keywords:
-
CFST arch bridge; seismic response; dynamic characteristics
- CLC:
-
-
- DOI:
-
-
- Abstract:
-
According to the structural feature of the bridge,spatial finite element analysis model is established to calculate its natural vibrations,by use of the seismic time—history response,dynamic characteristics and the seismic responses derived from history analysis are analyzed and compared whether under initial stress or not.The results show that the response of initial stress do not have too much effect on the bridge.The anti—seismic capability of the bridge is good.