Dynamical Reliability of Long-Span Bridges in Random Seismic Fields
In engineering fields, the application of dynamic reliability theory, which has achieved important progress, is still quite limited. One important reason is random vibration analysis' complexity. The authors discuss the use of, in research regarding long-span bridge reliability in inhomogeneous random seismic fields, the recently developed pseudo excitation method (PEM). The PEM is shown to be, through the formulation and example that the authors give, even for complex long-span structures subjected to multiple seismic excitations, very efficient, as well as, for random vibration analysis, an accurate method. An innovative way for such problems is therefore provided through a combination of PEM and dynamic reliability analysis.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/1520295X
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Corporate Authors:
Multidisciplinary Center for Earthquake Engineering Research
State University of New York, 107 Red Jacket Quadrangle, P.O. Box 610025
Buffalo, NY United States 14261-0025Chongqing Communications Research & Design Institute
Chongqing, China 400067Tongji University
Department of Bridge Engineering
1239 Siping Road
Shanghai, China 200092 -
Authors:
- Guangwu, Tang
- Yan, Zhao
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Conference:
- PRC-US Workshop on Seismic Analysis and Design of Special Bridges: Advancing Bridge Technologies in Research, Design, Construction and Preservation
- Location: Chongqing , China
- Date: 2006-9-19 to 2006-6-21
- Publication Date: 2006-10-12
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 55-62
- Monograph Title: Proceedings of the Fourth PRC-US Workshop on Seismic Analysis and Design of Special Bridges: Advancing Bridge Technologies in Research, Design, Construction and Preservation
- Serial:
Subject/Index Terms
- TRT Terms: Accuracy; Dynamics; Engineering; Long span bridges; Reliability; Seismicity; Theory; Vibration
- Uncontrolled Terms: Complexity; Efficiency; Pseudo excitation method; Random fields
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01076604
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 21 2007 1:54PM