Comparative Analysis of Three Types of Steel Braced Frames

吉小萍; 董军

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Comparative Analysis of Three Types of Steel Braced Frames

更新时间：2025-12-11

- Comparative Analysis of Three Types of Steel Braced Frames
- Issue 3, Pages: 349-355(2008)
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  CLC： U391
- Published：2008
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[1]吉小萍,董军.三种支撑钢框架性能的比较分析[J].防灾减灾工程学报,2008(03):349-355.

吉小萍, 董军. Comparative Analysis of Three Types of Steel Braced Frames[J]. 2008, (3): 349-355.
[1]吉小萍,董军.三种支撑钢框架性能的比较分析[J].防灾减灾工程学报,2008(03):349-355. DOI：

吉小萍, 董军. Comparative Analysis of Three Types of Steel Braced Frames[J]. 2008, (3): 349-355. DOI：

摘要

基于Pushover方法

分析了K形偏心支撑、Y形偏心支撑、Y形隅撑支撑等三种支撑钢框架耗能梁段长度和截面刚度对结构抗震性能的影响

从刚度、延性和耗能三方面比较了三种支撑钢框架的结构性能。结果表明

在合理设计的情况下

Y形隅撑支撑钢框架可同时达到最好的刚度和延性;K形偏心支撑钢框架耗能最好;Y形偏心支撑钢框架的刚度和耗能最差

延性介于前两者之间。

Abstract

Based on Pushover method

three types of braced frames called K-shape eccentric braced frame（KEBF）

Y-shape eccentric braced frame（YEBF） and Y-shape knee braced frame（YKBF） are analyzed to find the influence regularities of the length and size of link beams on their earthquake-resistant performance（ERP）

then the three types of braced frames are compared in stiffness

ductility and energy dissipation.According to the analytical result

it can be found that under the reasonable design

YKBF can win the best stiffness and ductility

but KEBF can dissipate the most energy;the stiffness and energy dissipation of YEBF is the worst and its ductility is between the others.

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references

隅撑支撑钢框架的试验研究和弹塑性受力分析 [J]. 孙爱伏,董军,王肇民. 建筑结构 . 2007(03)

某复杂高层钢结构静力弹塑性分析及性能评价 [J]. 毛华,丁洁民. 结构工程师 . 2006(01)

斜隅支撑框架体系的弹塑性受力分析 [J]. 李庆松,黄真,陈龙珠. 工业建筑 . 2005(05)

偏心支撑钢框架抗震性能的试验研究 [J]. 刘伟,卞延彬. 钢结构 . 2003(06)

偏心支撑钢框架耗能特性和简化分析 [J]. 管克俭,王新武,彭少民. 武汉理工大学学报 . 2002(12)

Y型支撑钢框架抗震性能研究 [J]. 张斌,李晓燕,于安林. 西安建筑科技大学学报(自然科学版) . 2000(01)

美国偏心支持框架（EBF）的极限状态设计与实例 [J]. 钱稼茹. 钢结构 . 1994(03)

偏心支撑钢框架在循环荷载作用下的破坏机理及抗震设计对策 [D]. 赵宝成. 西安建筑科技大学 2003

高层建筑EK型偏心支撑钢框架的性能及其影响因素的分析 [D]. 崔文宇. 西安建筑科技大学 2006

钢结构稳定理论与设计[M]. 科学出版社 , 陈骥编著, 2006

Earthquake-resistant steel frames with energy dissipating knee elements [J] . Ming-Tuck Sam. Engineering Structures . 1995 (5)

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