SR5 Lake Washington Ship Canal Bridge pushover analysis

Computers and Structures

Volumn 72, Issue 1, 1999, Pages 63-80

  Ballard, Thomas A ^a   Sedarat, Hassan ^a  

^a SC Solutions Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE PIERS; COMPUTATIONAL FLUID DYNAMICS; COMPUTER SIMULATION; COMPUTER SOFTWARE; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; LOAD LIMITS; PERFORMANCE; RETROFITTING; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

CAPACITY ANALYSIS; MASS PROPORTIONAL LATERAL LOAD ANALYSIS; PUSHOVER ANALYSIS;

BRIDGES;

EID: 0032660023     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(99)00022-X     Document Type: Article

References (7)

1. Primary State Highway No. 1, Seattle Freeway, Lake Washington Ship Canal Bridge, Washington State Highway Commission, Department of Highways, Olympia, Washington, 1958, pp. 10-13, 17-20, 23-56.
2. SR5 Lake Washington Ship Canal Bridge, Seismic Vulnerability Assessment, Part 1, Seismic Assessment Profile, Andersen Bjornstad Kane Jacobs, 1993.
3. SR5 Lake Washington Ship Canal Bridge, Seismic Vulnerability Assessment, Part 2, Detailed Seismic Assessment, Andersen Bjornstad Kane Jacobs, 1993.
4. Priestley MJN, Seible F, Calvi GM. Seismic Design and Retrofit of Bridges. New York: Wiley, 1996.
5. Mander JB, Priestley MJN, Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Division, ASCE 1988; 114(8).
6. Correspondence with F. Seible, April 29, 1998.
7. Wallace JW, Moehle JP. BIAX: a computer program for the analysis of reinforced concrete sections, Report No. UCB/SEMM-90/12, University of California at Berkeley, Berkeley, CA, July 1989.