| 安装粘滞阻尼器结构的抗震设计方法研究 |
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| 引用本文： | 吴波,李惠,陶全兴,郭安薪.安装粘滞阻尼器结构的抗震设计方法研究[J].地震工程与工程振动,2000,20(1):87-93. |
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| 作者姓名： | 吴波 李惠 陶全兴 郭安薪 |
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| 作者单位： | 哈尔滨建筑大学,黑龙江哈尔滨150090 |
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| 基金项目： | 国家自然科学基金“9.5”重大项目，国家自然科学基金，国家教育部优秀年轻教师基金，建设部抗震计划资助 |
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| 摘 要： | 本文研究了安装粘滞阻尼器结构在常遇地震作用下层间最大剪力的分配情况，建立了层间最大构件力与层间最大剪力的关系以及层间最大附加力与层间最大剪力的关系，提出了该类结构在罕遇地震作用下层间弹塑性变形的简化计算方法，最后建议了安装滞阻尼器结构的抗震设计步骤。
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| 关 键 词： | 粘滞阻尼器 抗震 设计方法 |
Seismic design method of buildings with viscous dampers |
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| WU Bo,LI Hui,TAO Quan-xing,GUO An-xin.Seismic design method of buildings with viscous dampers[J].Earthquake Engineering and Engineering Vibration,2000,20(1):87-93. |
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| Authors: | WU Bo LI Hui TAO Quan-xing GUO An-xin |
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| Abstract: | The distribution problem of the maximum interstory shear force under mild earthquakes among structural members and viscous dampers is studied. The relationships be tween the maximum interstory member force, the maximum interstory additional force and the maximum interstory shear force are proposed for structures with viscous dampers. A simple method of calculating the elastoplastic interstory drifts of structures with viscous dampers under strong earthquakes is suggested. The seismic design procedure of controlled structures is summarized. |
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| Keywords: | viscous damper earthquake-resistance design method |
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