机译:通过实施Rocking Coresqq减轻多层钢同心支撑框架中层间漂移的集中
Department of Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo, CA 93407, United States;
Pacific Gas and Electric Company, San Francisco, CA 94105, United States,Department of Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo, CA 93407, United States;
Department of Civil Engineering, Case Western Reserve University, Cleveland, OH 44106, United States;
Concentrically Braced Frame; Drift; Soft story; Rocking; Seismic performance; Monte-Carlo simulation;
机译:多层均匀抗拉同心支撑梁式框架的抗震设计
机译:通过实现岩心改造不足的钢同心支撑框架的抗震性能
机译:改善钢矩抗框架晶体的故事漂移分布通过硬度摇滚岩石
机译:通过实现刚性摇芯来减轻多层钢同心支撑框架中的软层破坏
机译:基于性能的抗震钢结构塑料设计:同心支撑框架,高弯矩框架,板剪力墙框架。
机译:多层钢框架基础隔震体系中超弹性形状记忆合金弹簧的抗震性能
机译:多层钢框架的最大故事间漂移角度,滑动底座经受强大的地面运动