An engineering team from the University of Washington (UW) evaluated the seismic vulnerability of the Alaskan Way Viaduct, located in Seattle, Washington. This report presents the evaluation of a typical three-bay unit that was designed by The City of Seattle Engineering Department (SED). The evaluation team performed response-spectrum analyses and nonlinear analyses for the fixed-base condition. The team considered a widely used soft-soil spectrum and worst-case, site-specific spectra. Wherever possible, the UW team evaluated the vulnerability for each failure mode following procedures proposed by the Applied Technology Council and by researchers at the University of California, San Diego.
The evaluation team found that the vulnerability of the Alaskan Way Viaduct exceeds that of bridges built to current standards. The vulnerability is a result of a combination of two factors: (1) the design ground motion would strongly excite the viaduct; and (2) many of the structural components lack the ductility required by current standards. The following deficiencies were identified as the most critical.
- The lower-story columns have inadequate transverse reinforcement, and could fail in shear before they develop their flexural capacity.
- The first-and second-story joints have inadequate confinement reinforcement, and during strong ground motions, they could experience a diagonal-tension failure.
- If the base of the lower-story columns develop their flexural capacity, the footings could fail in shear.
August 2, 2007
Paul Knaebel, Marc O. Eberhard, Jaime De la Colina.
Washington State Transportation Center (TRAC)
- # of Pages: 140 p., 2,933 KB (PDF)
- Subject: Columns, Deficiencies, Ductility, Earthquake resistant structures, Evaluation and assessment, Failure, Footings, Joints (Engineering), Nonlinear systems, Reinforced concrete bridges, Seismicity, Transverse reinforcement, Viaducts.
- Keywords: Bridge, earthquakes, evaluation, reinforced concrete, Alaskan Way Viaduct (Seattle, Wash.), SR 99.
- Related Publications: Seismic Vulnerability of the Alaskan Way Viaduct: WSDOT Typcial Unit, (WA-RD 363.1).
Seismic Vulnerability of the Alaskan Way Viaduct: Geotechnical Engineering Aspects, (WA-RD 363.2).
Seismic Vulnerability of the Alaskan Way Viaduct: Summary Report, (WA-RD 363.4).
This abstract was last modified April 29, 2008