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The Gerald Desmond Cable-Stayed Bridge - A Case Study in Performance- Based Seismic Design

机译:Gerald Desmond斜拉桥-基于性能的抗震设计案例研究

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Design/Build delivery is underway for the replacement Gerald Desmond Cable-Stayed Bridge for the Port of Long Beach and the California Department of Transportation. This will be the first cable-stayed bridge built in California for highway or transit traffic. The replacement bridge is located adjacent to active seismic faults that can produce near-field ground motion effects that the bridge must accommodate. This will be the first large cable-stayed bridge built in the United States in a highly active seismic zone. Therefore, it will advance the state-of-practice for seismic design of cable-stayed bridges. In consideration of the large seismic threat and to provide a structure with superior seismic resistance, performance-based seismic design criteria were developed. For each evaluation earthquake, criteria specified the level of acceptable damage and maximum allowable material strains and residual drifts. Compliance with the performance-based design criteria is verified through detailed non-linear time-history analysis, which includes extensive soil-structure interaction modeling.
机译:正在为长滩港和加利福尼亚交通部的替代Gerald Desmond斜拉桥进行设计/建造交付。这将是加利福尼亚州建造的第一座用于公路或过境交通的斜拉桥。替换桥位于活动地震断层附近,地震断层会产生桥梁必须适应的近场地震动效应。这将是美国第一个在地震活跃区建造的大型斜拉桥。因此,它将提高斜拉桥抗震设计的实用性。考虑到巨大的地震威胁并提供具有优异抗震性的结构,开发了基于性能的抗震设计标准。对于每次评估地震,标准都规定了可接受的破坏水平,最大允许材料应变和残余漂移。通过详细的非线性时程分析来验证是否符合基于性能的设计标准,其中包括广泛的土壤-结构相互作用建模。

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