EVALUATION OF ANALYSIS METHODS FOR ASSESSING SEISMIC RESPONSE
Several analytical tools are available for assessing the seismic vulnerability of existing bridges. Each approach incorporates different assumptions and varies in complexity of application. As a result, selection of the most appropriate method for a given situation is often not clear. To aid in the selection process, four analysis methods for assessing seismic response are evaluated: linear elastic analysis, inelastic pushover analysis, capacity spectrum analysis, and nonlinear dynamic time history analysis. The four analysis methods are used in a limited study to determine the seismic response of two existing highway bridges under three different seismic ground motion conditions. The results of the analyses are used to evaluate the advantages, limitations, and ease of application of each approach for seismic analysis. Each method is shown to have merits and deficiencies that should be considered when selecting a seismic assessment method for a particular bridge structure.
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- Summary URL:
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/030907116X
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1688, Various Bridge Design Issues.
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- Yu, Yongtao
- Symans, M D
- McLean, D I
- Cofer, W F
- Publication Date: 1999
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 163-172
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Serial:
- Transportation Research Record
- Issue Number: 1688
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Earthquake resistant design; Elastic analysis; Highway bridges; Seismicity; Spectrum analysis
- Uncontrolled Terms: Inelastic analysis; Nonlinear dynamic analysis; Seismic vulnerability
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00781490
- Record Type: Publication
- ISBN: 030907116X
- Files: TRIS, TRB, ATRI
- Created Date: Jan 14 2000 12:00AM