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首页> 外文会议>PEER Report 2003/11; U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures; 20030910-11; Hakone(JP) >THREE CASE STUDIES IN PERFORMANCE-BASED SEISMIC DESIGN OF REINFORCED CONCRETE BUILDINGS IN THE U.S
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THREE CASE STUDIES IN PERFORMANCE-BASED SEISMIC DESIGN OF REINFORCED CONCRETE BUILDINGS IN THE U.S

机译：美国钢筋混凝土基于性能的抗震设计的三个案例研究

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摘要

Three recently constructed examples of performance-based seismic design using reinforced concrete are presented. The examples include two unusual seismic retrofit projects, and a new transportation facility structure. The lateral force-resisting systems used for the respective buildings include reinforced concrete shear walls, ductile reinforced concrete moment frames, and seismic isolation. The structures and their functions are described, and the methods used for their evaluation are discussed. The inter-relationship between project-specific seismic performance goals, design criteria, and the selected structural design strategy is emphasized.
机译：介绍了三个最近建造的使用钢筋混凝土的基于性能的抗震设计实例。示例包括两个不寻常的地震改造项目和一个新的运输设施结构。用于各个建筑物的横向抗力系统包括钢筋混凝土剪力墙，延性钢筋混凝土弯矩框架和地震隔离。描述了结构及其功能，并讨论了用于评估的方法。强调了特定项目的抗震性能目标，设计标准和所选结构设计策略之间的相互关系。

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