摘要
针对第三水准"大震不倒"的抗震设防目标,提出一种在强震作用下建筑结构的优化设计方法,依据"用相同的投资获最好的设计"的设计理念,建立了在强烈地震波的作用下,建筑结构最大的层间相对位移最小化作为优化目标,同时满足体积约束的优化数学模型,并采用动力有限元分析模型和高效的显式动力分析方法进行结构分析获得最大的层间相对位移,采用零阶和一阶优化算法分别求解优化数学模型,在显式动力分析软件ANSYS/LS-DYNA的基础上进行二次开发,实现了一个三维框架结构的抗震优化设计,数值结果表明该方法能获得较高质量的解,经优化设计后建筑结构的抗震性能得到了很大的改善,具有现实的工程意义。
An optimal design method is presented for building structures under the severe earthquake loading to aim at the third level seismic fortification target, namely “not collapse in the severe earthquake condition”. According to the design concept of “get the best design with the same cost”, the optimization mathematics model is established, the optimal objective is to minimize the maximal interstorey drift of the building structures under the severe earthquake loading, at the same time, to satisfy the structural volume and member size constraints. The optimization mathematics model is solved with the zero and first order optimization algorithms. At last, the seismic optimal design of a space frame is demonstrated by the second exploitation based on the explicit dynamic analysis soft, ANSYS/LS-DYNA. The results indicate that the design method can obtain high quality seismic designs and the seismic capability of the building structures is improved evidently. So the optimal design method may be used in the practical engineering.
出处
《建筑科学》
北大核心
2009年第4期36-40,共5页
Building Science
基金
广西自然科学基金(桂科自:0066002)
关键词
抗震设计
零阶优化算法
一阶优化算法
动力响应优化
seismic design
zero order optimization algorithm
first order optimization algorithm
dynamic response optimization
