Optimization Design of Coupling Beam Metal Damper in Shear Wall Structures

被引:34
作者
Zhang, Zhe [1 ]
Ou, Jinping [2 ]
Li, Dongsheng [2 ]
Zhang, Shuaifang [3 ]
机构
[1] Dalian Univ Technol, Fac Vehicle Engn & Mech, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
[3] Penn State Univ, Dept Mech Engn, State Coll, PA 16802 USA
来源
APPLIED SCIENCES-BASEL | 2017年 / 7卷 / 02期
基金
中国国家自然科学基金;
关键词
coupling beam dampers; hysteretic behavior; carrying capacity; Kriging surrogate model; APPROXIMATION;
D O I
10.3390/app7020137
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The coupling beam damper is a fundamental energy dissipation component in coupling shear wall structures that directly influences the performance of the shear wall. Here, we proposed a two-fold design method that can give better energy dissipation performance and hysteretic behavior to coupling beam dampers. First, we devised four in-plane yielding coupling beam dampers that have different opening types but the same amount of total materials. Then the geometry parameters of each opening type were optimized to yield the maximum hysteretic energy. The search for the optimal parameter set was realized by implementing the Kriging surrogate model which iterates randomly selected input shape parameters and the corresponding hysteretic energy calculated by the infinite element method. By comparing the maximum hysteretic energy in all four opening types, one type that had the highest hysteresis energy was selected as the optimized design. This optimized damper has the advantages of having a simple geometry and a high dissipation energy performance. The proposed method also provided a new framework for the design of in-plane coupling beam dampers.
引用
收藏
页数:12
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