Effects of riverbed scouring depth on the seismic response of bridges on pile foundations

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 40, Issue 3, 2007, Pages 58-62

  Ye, Aijun ^a   Zhang, Xigang ^b   Liu, Weian ^a  

^a TONGJI UNIVERSITY   (China)

^b China Highway Planning and Design Institute ^*  (China)

Author keywords

Bridge on pile foundation; Resonance; Riverbed scouring; Seismic response

Indexed keywords

BRIDGE PIERS; CABLE STAYED BRIDGES; FINITE ELEMENT METHOD; RESONANCE; SCOUR; SEISMIC RESPONSE; TOWERS;

FINITE ELEMENT MODEL; PILE CAP; RIVERBED SCOURING; SCOURING DEPTH;

PILE FOUNDATIONS;

EID: 34248670862     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. Ye Aijun, Hu Shide. Research on seismic performance analysis of Sutong Changjiang highway bridge[R]. Shanghai: State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, 2004 (in Chinese).
2. Ingham T J, Rodriguez S, Donikiom R, et al. Seismic analysis of bridges with pile foundations[J]. Computers and Structures, 1999, 72(1-3): 49-62.
3. JTJ 004-89 Specifications of Earthquake Resistant Design for Highway Engineering[S] (in Chinese).
4. Fan Lichu, Seismic Design of Bridge[M]. Shanghai: Tongji University Press, 1997 (in Chinese).
5. Fan Lichu, Hu Shide, Ye Aijun. Seismic analysis of long-span bridges[M]. Beijing: China Communications Press, 2001 (in Chinese).