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首页> 外文会议>International Conference on Advances in Building Technology Vol.1, Dec 4-6, 2002, Hong Kong, China >SEISMIC DESIGN AND INELASTIC SEISMIC RESPONSE OF LUMPED MASS MDOF DUAL STRUCTURE
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SEISMIC DESIGN AND INELASTIC SEISMIC RESPONSE OF LUMPED MASS MDOF DUAL STRUCTURE

机译：块体MDOF双重结构的抗震设计与弹性地震反应

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摘要

Based on the concept of seismic control, dual structure systems aiming at improving the shortcoming of traditional seismic structures was proposed for seismic design model by the second author. The seismic design performance objectives at different earthquake levels were previewed first in this paper. Under small earthquake and moderate earthquake levels, the elastic response spectrum method and equal cyclic energy criteria are adopted respectively to determine the parameters of the secondary structure in the dual seismic structure system. The inelastic seismic response under the severe earthquakes showed that the structure designed based on the suggested method had a suitable seismic performance.
机译：第二作者基于抗震控制的概念，针对传统抗震结构的缺陷提出了针对双重结构体系的抗震设计模型。本文首先对不同地震等级下的抗震设计性能目标进行了预见。在小地震和中地震水平下，分别采用弹性响应谱法和等循环能量准则确定双地震结构系统中二级结构的参数。大地震作用下的非弹性地震反应表明，根据所提方法设计的结构具有较好的抗震性能。

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