Finite element modeling and modal analysis of Runyang Cable-stayed Bridge

Journal of Earthquake Engineering and Engineering Vibration

Volumn 26, Issue 2, 2006, Pages 25-32

  Sun, Zhenghua ^a   Li, Zhaoxia ^a  

^a SOUTHEAST UNIVERSITY   (China)

Author keywords

Cable stayed bridge; Dynamic characteristic; Finite element model; Modal analysis

Indexed keywords

BRIDGE; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; STRUCTURAL ANALYSIS; THREE-DIMENSIONAL MODELING;

EID: 33749415028     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. ASCE. The state of art in structural identification of constructed facilities, A report by the ASCE committee on structural identification of constructed facilities[R]. Edited by S. W. Doebling and C. R. Farrar, June 1999.
2. Zong Zhouhong, Wang T L, Huang D Z, et al. State of the art report of bridge health monitoring[J]. Journal of Fuzhou University(Natural Science) 2002,30(2):127-152.
3. James M W, Brown John. Chinese source. 2003,16(2):219-223.
4. Chinese source. 2003,33(5):562-572.
5. Li Z X, Chan T H T, Ko J M. Fatigue analysis and life prediction of bridges with structural health monitoring data-Part I: methodology and strategy [J]. International Joural of Fatigue, 2001,23:45-53.
6. Chan T H T, Li Z X, Ko J M. Fatigue analysis and life predication of bridges with structural health monitoring data-Part II: application [J]. International Journal of Fatigue, 2001,23:55-64.
7. Chinese source. 2003.
8. Chinese source. 2003.
9. Chinese source. 1997.
10. Chinese source. 1981.