DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR
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摘要: 结构分灾抗震设计是基于性能抗震设计的一种实用设计方法。根据密肋壁板结构砌块-框格-外框分阶段释放地震能量的破坏模式,将分灾设计理论应用于结构的抗震设计之中,提出填充砌块作为结构的第一道分灾防线,框格作为结构的第二道分灾防线,而外框架及连接加强措施是结构体系的第三道防线的抗震分灾设计模型。以此为依据,对密肋壁板结构的三阶段分灾设计方法进行探讨。Abstract: Damage-reduction seismic design is a practical design method of performance-based seismic design. According to damage mode of multi-ribbed slab structure which releases earthquake energy by stages, block-frame-outer frame, damagereduction design theory is applied to structure seismic design. It is illustrated that damage-reduction seismic design model and three-stage damage-reduction design of multi-ribbed slab structure. Block which acts as damage-reduction member is served as first damage-reduction fortification line, frame which acts as damage-reduction minor structure is served as second fortification line, and outer frame and reinforced measure are served as third fortification line.
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李 刚, 程耿东. 基于性能的结构抗震设计理论、方法与应用. 北京: 科学出版社, 2004: 89-91 [2] 密肋壁板轻型框架结构课题组. 密肋壁板轻型框架结构理论与应用研究: [研究报告]. 西安: 西安建筑科技大学, 2000: 1-5 [3] 黄 炜. 密肋复合墙板抗震性能及设计理论研究: [博士学位论文]. 西安: 西安建筑科技大学, 2004 [4] 常 鹏. 基于性能(位移) 的密肋壁板结构数值计算分析与抗震设计方法研究: [博士学位论文]. 北京: 北京交通大学, 2006
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