Design Algorithm Based on Probabilistic Seismic Demands for Buildings Rehabilitated with Hysteretic Energy-Dissipating Devices
Design Algorithm Based on Probabilistic Seismic Demands for Buildings Rehabilitated with Hysteretic Energy-Dissipating Devices
复制标题
基于概率地震需求的滞回消能装置修复建筑设计算法
DOI：
10.1193/1.1731646
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发表时间：
2004
影响因子：
5
通讯作者：
S. Ruiz
中科院分区：
文献类型：
--
作者：
Marco A. Torres;S. Ruiz
提出了一种基于概率地震需求分析的滞回消能装置建筑修复设计算法。所施加的验收条件是指在修复过程中建筑物产生的最大层漂移，以及EDDs要求的最大延性。该算法成功地应用于某十层三间钢筋混凝土建筑的u型钢EDDs修复工程。
A design algorithm based on a probabilistic seismic demand analysis is proposed for the rehabilitation of buildings with hysteretic energy dissipating devices (EDDs). The acceptance conditions imposed are referred to the maximum story drift developed by the building under rehabilitation, and to the maximum ductility demanded by the EDDs. The algorithm is successfully applied to a ten-story three-bay reinforced concrete building that is rehabilitated with steel U-type EDDs.