Seismic isolation of cable-stayed bridges for near-field ground motions

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 13, 2003, Pages 2107-2126

  Wesolowsky, Michael J ^a   Wilson, John C ^a  

^a MCMASTER UNIVERSITY   (Canada)

Author keywords

Cable stayed bridge; Lead rubber bearing; Near field earthquake; Seismic isolation

Indexed keywords

EARTHQUAKES; SEISMOLOGY; TOWERS;

EARTHQUAKE GROUND MOTIONS; SEISMIC ISOLATORS;

CABLE STAYED BRIDGES;

CABLE STAYED BRIDGE; DAMPING; EARTHQUAKE RESPONSE; SEISMIC RESPONSE;

BRIDGE; EARTHQUAKE ENGINEERING; SEISMIC ISOLATION;

EID: 0242286561     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.318     Document Type: Article

References (12)

1. Jangid RS, Kelly JM. Base isolation for near-fault motions. Earthquake Engineering and Structural Dynamics 2001; 30:691-707.
2. Ali HM, Abdel-Ghaffar AM. Seismic energy dissipation for cable-stayed bridges using passive devices. Earthquake Engineering and Structural Dynamics 1994; 23:877-893.
3. Naeim F, Kelly JM. Design of Seismic Isolated Structures - From Theory to Practice. Wiley: New York, 1999.
4. Nazmy AS, Abdel-Ghaffar AM. Seismic Response Analysis of Cable-Stayed Bridges Subjected to Uniform and Multiple-Support Excitation. Princeton University, Department of Civil Engineering: New Jersey, 1987.
5. Stevens T. Comparative Dynamic and Seismic Analysis of Five Cable-Stayed Bridges. MEng Thesis, McMaster University: Hamilton, Ontario, 2000.
6. Naeim F. Selection of earthquake records for seismic design of tall buildings. The Structural Design of Tall Buildings 1993; 2:255-293.
7. Tso WK, Zhu TJ, Heidebrecht AC. Engineering implication of ground motion A/V ratio. Soil Dynamics and Earthquake Engineering 1992; 11:133-144.
8. Associate Committee on the National Building Code. National Building Code of Canada. National Research Council of Canada: Ottawa, Ontario, 1995.
9. Comite Europeen de Normalization, Brussels. Eurocode 8: Design Provisions for Earthquake Resistance of Structures. Part 2. ENV 1998-2.
10. Priestley MJN, Seible F, Calvi GM. Seismic Design and Retrofit of Bridges. Wiley: New York, 1996.
11. Robinson WH. Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering and Structural Dynamics 1982; 10:593-604.
12. Ali HM, Abdel-Ghaffar AM. Modeling of rubber and lead passive-control bearings for seismic analysis. Journal of Structural Engineering (ASCE) 1995; 121:1134-1144.