| 基于位移型阻尼器力学模型的消能减震设计方法 |
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| 引用本文： | 尚庆学,张锡朋,陈曦,王涛.基于位移型阻尼器力学模型的消能减震设计方法[J].建筑结构学报,2022,43(7):62-71. |
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| 作者姓名： | 尚庆学 张锡朋 陈曦 王涛 |
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| 作者单位： | 1. 中国地震局 工程力学研究所, 黑龙江哈尔滨 150080； 2. 中国地震局 地震工程与工程振动
部门重点实验室，黑龙江哈尔滨 150080; 3. 云南万科企业有限公司， 云南昆明 650000;
4. 北京市建筑设计研究院有限公司， 北京 100045; 5. 清华大学 土木工程系， 北京 100084 |
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| 基金项目： | 中国地震局工程力学研究所基本科研业务费专项(2019EEEVL0505, 2019B02, 2019A02)，黑龙江省头雁行动计划(3016)。 |
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| 摘 要： | 为了促进减震技术的应用，提出了一种基于位移型阻尼器力学模型和结构力学特征的消能减震设计方法。此方法避免了传统消能减震设计方法中多自由度体系与等效单自由度体系的相互转化，面向多自由度体系进行主体结构、阻尼器、连接构件一体化减震设计，与抗震设计规范和设计流程相衔接，具有较好的适用性。利用所提出的消能减震设计方法,使用墙式连接金属阻尼器,对1个8度抗震设防的4层钢筋混凝土框架原型结构进行了减震设计，得到墙式连接金属阻尼器减震结构，采用OpenSees对其进行了9度罕遇地震作用下的弹塑性时程分析，验证了所提出的减震设计方法的有效性。
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| 关 键 词： | 框架结构 消能减震 减震结构 金属阻尼器 减震设计 |
Design method of energy dissipation based on mechanical
models of displacement-based dampers |
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| SHANG Qingxue,ZHANG Xipeng,CHEN Xi,WANG Tao.Design method of energy dissipation based on mechanical
models of displacement-based dampers[J].Journal of Building Structures,2022,43(7):62-71. |
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| Authors: | SHANG Qingxue ZHANG Xipeng CHEN Xi WANG Tao |
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| Affiliation: | 1. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2. Key Laboratory
of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin 150080, China;
3. Yunnan Vanke Co., Ltd, Kunming 650000, China; 4. Beijing Institute of Architectural Design, Beijing 100045, China;
5. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; |
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| Abstract: | A design method of energy dissipation based on the mechanical models of displacement-based dampers and the main structure was proposed to facilitate the application of energy dissipation technology. The proposed method does not involve the transformation process between the multi-degree-of-freedom (MDOF) system and the equivalent single-degree-of-freedom (SDOF) system that is usually employed by traditional design methods. The design of the main structure, the dampers, and the connections is all included in the proposed procedure, making it well adapted to the design code and the existing seismic design process in China. A four-story reinforced concrete (RC) frame prototype structure designed for intensity VIII was selected and wall-connected metallic dampers were used to improve the seismic performance of the structure based on the proposed method. Nonlinear time history analyses under maximum considered earthquakes of intensity Ⅸ were conducted using OpenSees. The results demonstrate the effectiveness of the proposed design method of energy dissipation. |
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| Keywords: | frame structure energy dissipation and vibration control controlled structure metallic damper energy dissipation design |
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