Load Combination Related to Wind Load for the Design of Long-span Bridges
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Bibliographic Details
Author(s): |
Chul-Hwan Yoo
Ho-Kyung Kim |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Published in: | IABSE Symposium Madrid 2014 | ||||
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Page(s): | 1560-1563 | ||||
Total no. of pages: | 4 | ||||
Year: | 2014 | ||||
DOI: | 10.2749/222137814814068012 | ||||
Abstract: |
Korean researchers and engineers are launching design guidelines of cable-supported bridges targeting a 200-year lifetime. The guidelines are based on reliability analysis and the wind load factor is also proposed by utilizing long-term wind speed data collected from 61 weather stations. This paper introduces the probability models and proposed load factors for the design of cable- supported bridges particularly for wind loads. |
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Keywords: |
wind load probabilistic model reliability analysis long-span bridges load factor
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