Experimental study on lead extrusion damper and its earthquake mitigation effects for large-span reticulated shell

被引:16
|
作者
Yang, M. F. [1 ,2 ]
Xu, Z. D. [1 ]
Zhang, X. C. [1 ]
机构
[1] Southeast Univ, Minist Educ, Key Lab C&PC Struct, Nanjing 210096, Jiangsu, Peoples R China
[2] Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Peoples R China
来源
STEEL AND COMPOSITE STRUCTURES | 2015年 / 18卷 / 02期
关键词
large-span reticulated shell; lead extrusion damper (LED); mathematical model; dynamic analysis; vibration control; SHAKING TABLE TESTS;
D O I
10.12989/scs.2015.18.2.481
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A Lead Extrusion Damper (LED) is experimentally studied under various frequencies and displacement amplitudes. Experimental results show that the force-displacement hysteresis loops of the LED are close to rectangular and the force-velocity hysteresis loops exhibit nonlinear hysteretic characteristic. Also, the LED can provide consistent energy dissipation without any stiffness degradation. Based on the experimental results, a mathematical model is then proposed to describe the effects of frequency and displacement on property of LED. It can be proved from the comparison between experimental and numerical results that the mathematical model can accurately describe the mechanical behavior of LED. Subsequently, the seismic responses of the Schwedler reticulated shell structure with LEDs are analyzed by ANSYS software, in which three different installation forms of LEDs are considered. It can be concluded that the LED can effectively reduce the displacement and acceleration responses of this type of structures.
引用
收藏
页码:481 / 496
页数:16
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