Evaluation of seismic response of bridges under asynchronous excitation and comparisons with Eurocode 8-2 provisions-Reference-Cited by-同舟云学术

Evaluation of seismic response of bridges under asynchronous excitation and comparisons with Eurocode 8-2 provisions

Published:2008-10-01 Issue:2 Volume:7 Page:519-545
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Sextos Anastasios G.,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/s10518-008-9090-5.pdf

Reference31 articles.

1. AASHTO [American Association of State Highway and Transportation Officials] (1996) Interim revisions to the AASHTO standard specifications for highway bridges: division I-A. Seismic Design, Washington

2. ATC [Applied Technology Council] (1996) Improved seismic design criteria for California bridges, Redwood City, California, Report No. ATC-32

3. ATC/MCEER [Applied Technology Council and Multidisciplinary Center for Earthquake Engineering Research] (2003) Recommended LRFD guidelines for the seismic design of highway bridges, California, Report No. MCEER/ATC-49

4. Burdette N, Elnashai AS (2007) The effect of asynchronous earthquake motion on complex bridges. Part 2: Results and implications on Assessment. J Bridge Eng 13(2):166–172

5. Caltrans Seismic Advisory Board Ad Hoc Committee on Soil-Foundation-Structure Interaction (1999) Seismic soil-foundation-structure interaction. Final report prepared for California Department of Transportation

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