Assessment of concrete bridges subjected to ground motion with an arbitrary angle of incidence: static and dynamic approach-Reference-Cited by-同舟云学术

Assessment of concrete bridges subjected to ground motion with an arbitrary angle of incidence: static and dynamic approach

Published:2012-11-06 Issue:2 Volume:11 Page:581-605
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Moschonas Ioannis F.,Kappos Andreas J.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-012-9395-2.pdf

Reference22 articles.

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2. CEN Techn. Comm. 250 / SC8 (2004) Eurocode 8: design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings (EN1998-1). Comité Européen de Normalisation, Brussels

3. CEN Techn. Comm. 250 / SC8 (2005) Eurocode 8: design of structures for earthquake resistance—part 2: bridges (EN 1998-2). Comité Européen de Normalisation, Brussels

4. Chiou B, Darragh R, Gregor N, Silva W (2008) NGA project strong-motion database. Earthq Spectra 24(1): 23–44

5. CSI (2009) CSI analysis reference manual for SAP2000®, ETABS®, and SAFE®. Computers & Structures Inc., Berkeley

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