Effect of Vertical Motions on Seismic Response of Highway Bridges-Reference-Cited by-同舟云学术

Effect of Vertical Motions on Seismic Response of Highway Bridges

Published:2002-12 Issue:12 Volume:128 Page:1551-1564
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Button Martin R.¹,Cronin Colman J.²,Mayes Ronald L.³

Affiliation:

1. Consultant, Button Engineering, 4701 Shoal Creek Boulevard, Austin, TX 78756.

2. Transportation Engineer, California Department of Transportation, 202 Fourth Street, Santa Rosa, CA 95401.

3. Staff Consultant, Simpson Gumpertz & Heger Inc., 222 Sutter, Suite 300, San Francisco, CA 94108.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A12%281551%29

Reference23 articles.

1. AASHTO. (1994). “LRFD bridge design specifications.” Washington D.C.

2. AASHTO. (1996). “Standard specifications for highway bridges 16th Ed.” Washington D.C.

3. Empirical response spectral attenuation relations for shallow crustal earthquakes.;Abrahamson N. A.;Bull. Seismol. Soc. Am.,1997

4. Applied Technology Council (ATC). (1996). “Improved seismic design criteria for California bridges: Provisional recommendations.” Rep. No. ATC-32 Redwood City Calif.

5. Applied Technology Council (ATC). (2001). “Recommended LRFD guidelines for the seismic design of highway bridges.” Rep. No. ATC-49 Redwood City Calif.

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