Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices

周云; 冷加冰; 侯家健

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Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices

更新时间：2025-12-11

- Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices
- Vol. 29, Issue 2, Pages: 133-138(2009)
- 作者机构：
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  CLC： U352.1
- Published：2009
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[1]周云,冷加冰,侯家健.某耗能减震框肢剪力墙转换结构分析[J].防灾减灾工程学报,2009,29(02):133-138.

周云, 冷加冰, 侯家健. Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices[J]. 2009, 29(2): 133-138.
[1]周云,冷加冰,侯家健.某耗能减震框肢剪力墙转换结构分析[J].防灾减灾工程学报,2009,29(02):133-138. DOI：

周云, 冷加冰, 侯家健. Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices[J]. 2009, 29(2): 133-138. DOI：

摘要

采用复合型铅粘弹性阻尼器对带转换层框肢剪力墙结构的某酒店进行了耗能减震设计

对耗能减震结构和钢支撑结构进行了对比分析

包括反应谱和局部非线性多遇地震作用和罕遇地震作用下的时程分析。结果表明

底部框架结构布置复合型铅粘弹性阻尼器后

在多遇和罕遇地震情况下层间位移能满足《建筑抗震设计规范》要求

并且采用耗能减震结构能优化整体结构

不会对转换层上部结构产生不利的影响

能更好地改善结构的抗震性能。

Abstract

A column-shear-wall transfer structure with the mixed lead viscoelastic dampers was designed. The response spectrum analysis and local nonlinear time history analysis in frequently occurred earthquake and seldomly occurred earthquake of the column-shear-wall transfer structure

added with the mixed lead viscoelastic dampers and steel braces of the frame story

are completed.The results show that the interstory displacement of the structure with energy dissipation devices can meet the seismic performance demands of Code for Seismic Design of Buildings in frequently and seldom occurred earthquakes

and the inter -story displacement and torsional deflection are smaller than the structure with steel braces.Compared with the structure with steel braces

the behavior of the structures upper the transfer story is not influenced. Therefore

the seismic behavior of column-shear-wall structure with energy dissipation devices had been obviously improved due to the energy dissipation devices

and turned into multi-defence systems of seismic engineering.

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references

高位转换耗能减震结构新体系 [J]. 周云,吴从永,邓雪松,张兴富,吴从晓. 工程抗震与加固改造 . 2006(05)

复合型铅粘弹性阻尼器的性能试验研究 [J]. 周云,邓雪松,阴毅,吴仕元,庄中华. 工程抗震与加固改造 . 2005(01)

耗能减震结构的抗震设计原则与设计方法 [J]. 周云,邓雪松,黄文虎. 世界地震工程 . 1998(04)

高位转换耗能减震结构体系分析研究 [D]. 吴从晓. 广州大学 2007

复杂高层建筑结构设计[M]. 中国建筑工业出版社 , 徐培福主编, 2005

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