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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 - 以性能的地震设计为例

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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:为长滩港和加州交通港的拆迁德尔德德蒙德缆车住宿桥正在进行设计/建造交货。这将是第一个在加利福尼亚州的高速公路或过境交通建造的缆绳桥。替代桥位于有源地震断层附近,可以产生桥梁必须容纳的近场地面运动效果。这将是美国在高活跃的地震区内建造的大型缆绳桥梁。因此,它将推进缆车座桥的地震设计的实践。考虑到大型地震威胁,并提供具有卓越地震抗性的结构,开发了基于性能的地震设计标准。对于每个评估地震,标准规定了可接受的损坏和最大允许材料菌株和残留漂移水平。通过详细的非线性时间历史分析验证了符合基于性能的设计标准,包括广泛的土结构相互作用建模。

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