Probabilistic Seismic Demand Model for California Highway Bridges-Reference-Cited by-同舟云学术

Probabilistic Seismic Demand Model for California Highway Bridges

Published:2001-12 Issue:6 Volume:6 Page:468-481
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mackie Kevin¹²³,Stojadinović Božidar¹²³

Affiliation:

1. Associate Members, ASCE

2. Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of California, Berkeley, CA 94720-1710.

3. Asst. Prof., Dept. of Civ. and Envir. Engrg., 721 Davis Hall, No. 1710, Univ. of California, Berkeley, CA 94720-1710. E-mail: boza@ce. berkeley.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28468%29

Reference25 articles.

1. American Petroleum Institute (API). ( 1993). “Recommended practice for planning designing and constructing fixed offshore platform: Load and resistance factor design.” Tech. Rep. RP2A-LRFD Washington D.C.

2. Applied Technology Council (ATC). ( 1996). “Improved seismic design criteria for California bridges.” Rep. ATC-32 Palo Alto Calif.

3. CALTRANS. ( 1999). Seismic design criteria 1.1 Ed. Sacramento Calif.

4. “The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines.”;Cornell C. A.;J. Struct. Engrg.,2001

5. Cornell C. A. and Krawinkler H. ( 2000). “Progress and challenges in seismic performance assessment.” PEER Ctr. News 3(2) 1–2.

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