Response Modification Factors for Concrete Bridges in Europe-Reference-Cited by-同舟云学术

Response Modification Factors for Concrete Bridges in Europe

Published:2013-12 Issue:12 Volume:18 Page:1328-1335
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kappos Andreas J.¹,Paraskeva Themelina S.²,Moschonas Ioannis F.³

Affiliation:

1. Professor, City Univ. London, EC1V 0HB London, U.K.; formerly, Professor, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 54124 Thessaloniki, Greece (corresponding author).

2. Civil Engineer, Regional Authority of Southern Aegean, Eleftherias Square, 85100 Rhodes, Greece; formerly, Ph.D. Student, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 54124 Thessaloniki, Greece.

3. Consulting Engineer, 16, Agias Lavras St., 60100 Katerini, Greece; formerly, Postdoctoral Researcher, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 54124 Thessaloniki, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000487

Reference19 articles.

1. Pushover Analysis of Inelastic Seismic Behavior of Greveniotikos Bridge

2. Computers and Structures Inc. (CSI). (2005). SAP2000: Linear and nonlinear static and dynamic analysis and design of three-dimensional structures Berkeley CA.

3. Constantinou M. C. and Quarshie J. K. (1998) “Response modification factors for seismically isolated bridges.” Rep. MCEER-98-0014 State Univ. of New York Buffalo NY.

4. European Committee for Standardization (CEN). (2005) “Design of structures for earthquake resistance – Part 2: Bridges.” Eurocode 8 EN 1998-2 Brussels.

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