Experimental and numerical study on a new type of lead shear damper

被引:0
|
作者
Liu, Yongbin [1 ,2 ,3 ,4 ]
Jiang, Tao [1 ,2 ]
Dai, Junwu [1 ,2 ]
Li, Hongxing [3 ]
机构
[1] China Earthquake Adm, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, Harbin 150080, Peoples R China
[2] Minist Emergency Management, Key Lab Earthquake Disaster Mitigat, Harbin 150080, Peoples R China
[3] Northwest Elect Power Design Inst Co Ltd, China Power Engn Consulting Grp, Xian 710075, Shaanxi, Peoples R China
[4] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
关键词
Lead shear damper (LSD); Cyclic and fatigue tests; Uniaxial constitutive model; Differential evolution method; PANEL DEVICE; DESIGN; OPTIMIZATION; BEHAVIOR; FRAMES;
D O I
10.1016/j.soildyn.2024.108895
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper proposes a novel lead shear damper (LSD) composed of lead blocks surrounded by laminated steel shims and rubber sheets. The configuration and shock absorption mechanism of LSDs are thoroughly elucidated. Additionally, these innovative lead dampers undergo cyclic loading and fatigue tests, demonstrating commendable energy dissipation capacity and fatigue performance. Based on the test findings, a uniaxial constitutive model is introduced to characterize the hysteretic behaviour of LSDs, with corresponding parameters determined using the differential evolution method. The substantial agreement between experimental data and numerical simulations confirms the accuracy of the proposed uniaxial constitutive model, utilizing material parameters derived from the differential evolution method, which can be used for further study.
引用
收藏
页数:14
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