Conceptual design of isolation systems for bridge structures

Journal of Earthquake Engineering

Volumn 1, Issue 1, 1997, Pages 193-218

  Calvi, Gianmichele ^a   Pavese, Alberto ^a  

^a UNIVERSITY OF PAVIA   (Italy)

Author keywords

Bridge; Displacement based design; Isolation; Regularity

Indexed keywords

EID: 21744456136     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469708962366     Document Type: Article

References (12)

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2. Calvi, G. M., Elnashai, A. and Pavese, A. [1994] “Analytical behaviour factor of irregular RC bridges for seismic design,” 2nd International Workshop on Seismic Design and Retrofitting of RC Bridges, Queenstown, pp. 83-93.
3. Calvi, G. M. and Kingsley, G. R. [1995] “Displacement based design of multi-degree- of-freedom bridge structures,” Earthquake Engineering and Structural Dynamics 24, 1247-1266.
4. EC8-2 [1994] Eurocode 8 — Design Provisions for Earthquake Resistance of Structures — Part 2: Bridges, ENV 1998-2, CEN, Brussels.
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9. Monti, G., Nuti, C. and Pinto, P. E. [1995] “Response of conventional and isolated bridges under non-synchronous seismic motion,” Proc. of the 5th SECED Conf., Chester, pp. 117-124.
10. Priestley, M. J. N., Seible, F. and Calvi, G. M. [1996] Seismic Design and Retrofit of Bridges (John Wiley, New York).
11. Shibata, A. and Sozen, M. [1976] “Substitute-structure method for seismic design in R/C,” J. Sir. Div. ASCE 102, 1-18.
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