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工字型钢铅组合耗能器减震体系的优化设计研究
引用本文:程树良, 刘心洁, 辛亚军, 颜学渊, 王焕定. 工字型钢铅组合耗能器减震体系的优化设计研究[J]. 工程力学, 2013, 30(9): 166-170,176. DOI: 10.6052/j.issn.1000-4750.2012.05.0330
作者姓名:程树良  刘心洁  辛亚军  颜学渊  王焕定
作者单位:1.燕山大学河北省重型装备与大型结构力学可靠性重点实验室,秦皇岛066004;;2.福州大学土木工程学院,福州350108;;3.哈尔滨工业大学土木工程学院,哈尔滨150090
基金项目:国家自然科学基金项目(11072210)
摘    要:钢铅组合耗能器能够利用钢和铅两种材料耗散能量,具有原理简单、制作方便和价格低廉等优点。该文针对一种工字型钢铅组合耗能器在减震体系中的设置优化进行了研究。建立了土木工程减震控制Benchmark结构的仿真模型,为工字型钢铅组合耗能选取了合理的模型,以耗能器屈服力与结构层间屈服力比值为参数,进行减震效果分析。计算结果表明屈服比为5%时,结构减震效果较好。依据优化设计方法对一栋钢框架模型进行了减震体系设计,并进行了模拟地震振动台试验,试验结果表明钢铅组合耗能器减震体系达到了较好的减震效果,说明了该文建立的钢铅组合耗能器减震体系优化设计方法的合理性。

关 键 词:减震控制  工字型钢铅组合耗能器  优化设计  减震体系  试验研究  仿真分析
收稿时间:2013-09-25
修稿时间:2013-09-25

STUDY ON OPTIMIZATION OF STRUCTURAL SYSTEM WITH I-SECTION COMBINED STEEL-LEAD DAMPERS
CHENG Shu-liang, LIU Xin-jie, XIN Ya-jun, YAN Xue-yuan, WANG Huan-ding. STUDY ON OPTIMIZATION OF STRUCTURAL SYSTEM WITH I-SECTION COMBINED STEEL-LEAD DAMPERS[J]. Engineering Mechanics, 2013, 30(9): 166-170,176. DOI: 10.6052/j.issn.1000-4750.2012.05.0330
Authors:CHENG Shu-liang  LIU Xin-jie  XIN Ya-jun  YAN Xue-yuan  WANG Huan-ding
Affiliation:1.Key Laboratory of Mechanical Reliability for Heavy Equipments and Large Structures of Hebei Provice, Yanshan University, Qinhuangdao, 066004, China;;2.College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China;;3.School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
Abstract:The combined steel-lead damper (CSLD) with the merits of a simple principle,a simple production process and an economic performance can take the advantages of steel and lead so as to absorb energy from earthquakes. The optimization design of I-section combined steel-lead dampers in a structure control system is studied. A civil engineering vibration control Benchmark structure simulation model is established,and the parameter of the ratio of a damper-yield force to an inter-story yield-shear force is introduced to analyze vibration reduction effect. The calculated results show that the system has the best effect when the ratio is 5%. According to the optimization design method,the structure control system of a steel frame model is designed and conducted in a shaking table test,and the test result indicates that the combined steel-lead damper control system has an excellent vibration reduction effect,and it verifies the reasonability of the optimization method.
Keywords:vibration control  I-section combined steel lead damper  optimization  structure control system  experimental study  simulation
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