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框架-核心筒高层结构的消能减震设计

刘水 张明 管宏潇 施冬 黄坤耀

结构工程师2017,Vol.33Issue(4):27-31,5.
结构工程师2017,Vol.33Issue(4):27-31,5.

框架-核心筒高层结构的消能减震设计

Study on the Seismic Performance of Frame Core-Tube Structure with Shear Panel Damper

刘水 1张明 2管宏潇 2施冬 3黄坤耀3

作者信息

  • 1. 唐山市规划建筑设计研究院,唐山063000
  • 2. 海南柏森建筑设计有限公司,海口570125
  • 3. 上海赛弗工程减震技术有限公司,上海201203
  • 折叠

摘要

Abstract

Shear panel damper has become a new damping device with the merit of great initial stiffness,stable performance and convenience in installation.This paper presents an actual project,and a structural arrangement scheme of shear panel dampers was proposed.The elastic-plastic analysis shows that shear panel dampers can provide valid added damping to the structure.At the same time,it significantly improves the structural performance under the seldom occurred earthquake by ensuring the level of plastic hinge within LifeSafe degree.The conclusion can be used as reference to the design and further research of the shear dampers.

关键词

消能减震技术/剪切型耗能器/弹塑性分析/性能点

Key words

seismic energy-dissipated technology/shear panel damper/elastic-plastic analysis/the performance point

引用本文复制引用

刘水,张明,管宏潇,施冬,黄坤耀..框架-核心筒高层结构的消能减震设计[J].结构工程师,2017,33(4):27-31,5.

结构工程师

OA北大核心CSTPCD

1005-0159

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