Seismic Performance Analysis and Design of a Mega Structure with Buckling Restraining Braces under Super-strong Earthquake

康谨之; 王建; 欧进萍

doi:10.13409/j.cnki.jdpme.2015.06.017

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Seismic Performance Analysis and Design of a Mega Structure with Buckling Restraining Braces under Super-strong Earthquake

更新时间：2025-12-11

- Seismic Performance Analysis and Design of a Mega Structure with Buckling Restraining Braces under Super-strong Earthquake
- Vol. 35, Issue 6, Pages: 814-821+838(2015)
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- DOI：10.13409/j.cnki.jdpme.2015.06.017
  CLC： U352.11
- Published：2015
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[1]康谨之,王建,欧进萍.防屈曲支撑巨型结构抗超大震性能分析与设计[J].防灾减灾工程学报,2015,35(06):814-821+838.

康谨之, 王建, 欧进萍. Seismic Performance Analysis and Design of a Mega Structure with Buckling Restraining Braces under Super-strong Earthquake[J]. 2015, 35(6): 814-821+838.
[1]康谨之,王建,欧进萍.防屈曲支撑巨型结构抗超大震性能分析与设计[J].防灾减灾工程学报,2015,35(06):814-821+838. DOI： 10.13409/j.cnki.jdpme.2015.06.017.

康谨之, 王建, 欧进萍. Seismic Performance Analysis and Design of a Mega Structure with Buckling Restraining Braces under Super-strong Earthquake[J]. 2015, 35(6): 814-821+838. DOI： 10.13409/j.cnki.jdpme.2015.06.017.

摘要

为研究防屈曲支撑对巨型结构的减震控制效果

首先采用SAP2000

按照现行规范8度设防的要求

设计了一座48层巨型框架结构

并将此结构的所有普通支撑分别用与其等刚度和等面积的防屈曲支撑代替

得到等刚度防屈曲支撑巨型结构和等面积防屈曲支撑巨型结构

然后对3个结构进行8度、8.5度和9度罕遇地震作用下的弹塑性时程分析。分析结果表明:在8度罕遇地震作用下

防屈曲支撑巨型结构较巨型结构的最大层间位移角有明显减小

且层间位移角变化更均匀;防屈曲支撑巨型结构能达到"大震可修

超大震不倒"的抗震设防目标

提高了结构的安全储备。

Abstract

To study the vibration control effect of the mega structure with buckling restraining brace（BRB）

a 48-story mega frame structure was designed with SAP2000

under the requirements for Intensity 8fortification against earthquakes.And then

all the braces of the mega structure were replaced by BRBs whose stiffness are equal to common braces or BRBs whose area are equal to common braces

respectively.The two updated structures are referred to as the EKBRB structure or EABRB structure.Finally

elastoplastic time history analysis of the three structures were conducted under Intensities 8

8.5and 9earthquake.The results show that interstory drift ratio of BRB structure is significantly reduced and changes more uniformly under Intensity 8earthquake compared to the mega structure;the BRB structure meets the seismic fortification target that repairable under severe earthquake and no-collapse under super-strong earthquake.Thus it can be seen that the BRB structure provides enough emergency capacity for structures.

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references

十字形内芯含隔离钢管式防屈曲支撑及其滞回性能试验 [J]. 周翔子,马宁,欧进萍. 地震工程与工程振动 . 2014(04)

超高层巨型钢框架结构失效模式分析 [J]. 沈霄鹤,欧进萍. 东南大学学报(自然科学版) . 2009(S2)

结构p3ushover分析中PMM铰的研究 [J]. 陆启亮,翟永梅. 山西建筑 . 2009(22)

SAP2000在静力弹塑性分析时塑性铰的修改 [J]. 沙广璟,何若全. 苏州科技学院学报(工程技术版) . 2007(03)

屈曲约束耗能支撑力学性能分析 [J]. 罗开海,程绍革,白雪霜,荣维生. 工程抗震与加固改造 . 2007(02)

巨型钢框架结构时程分析的影响因素 [J]. 陈麟,张耀春,周云. 土木工程学报 . 2005(06)

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)

全钢防屈曲支撑及其钢框架结构抗震性能与设计方法 [D]. 马宁. 哈尔滨工业大学 2010

粘弹性阻尼器在框架结构中的优化布置 [D]. 林宁. 西南交通大学 2008

运用TMD的巨型框架结构被动减震控制 [D]. 李疏影. 重庆大学 2006

GB 50009-2012. 建筑结构荷载规范 [S]. 2012

GB 50011-2010. 建筑抗震设计规范 [S]. 2010

GB 50017-2003. 钢结构设计规范 [S]. 2003

防屈曲耗能支撑结构设计与应用[M]. 中国建筑工业出版社 , 周云, 2007

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