摘要
为了更加经济、合理、有效地达到耗能减震的效果,考虑在满足结构安全性、经济性的前提下,使用分层序列法及评价函数法,通过编制计算机程序,以6层钢筋混凝土框架结构作为算例,对减震结构中耗能支撑参数与分布进行多目标优化设计。通过计算得到一些有益结果,供抗震工程技术人员参考。
In order to achieve the damping effect with energy dissipative more economically, reasonably and efficiently, the layer sequence method and the evaluation function method are adopted based on the safety and the economy of structures. Through the development of a computer program and using a six-storey reinforced concrete frame as the example, the dissipative sustain parameters and the distribution of an aseismatic structure are optimized. Some avaluable conclusions are obtained through the calculation, and they can be references to the engineers in the earthquake-resistance field.
出处
《江苏科技大学学报（自然科学版）》
CAS
北大核心
2008年第2期21-24,38,共5页
Journal of Jiangsu University of Science and Technology:Natural Science Edition
关键词
耗能支撑
损伤集中
多目标最优化
非线性
时程分析
energy dissipative sustain
damage concentration
multi-objective optimization
nonlinear
temporal analysis
