Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures

张建伟; 曹万林; 董宏英; 李刚; 张文江

doi:10.13409/j.cnki.jdpme.2011.04.013

您当前的位置：

首页 >

文章列表页 >

Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures

更新时间：2025-12-11

- Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures
- Vol. 31, Issue 4, Pages: 450-456(2011)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2011.04.013
  CLC： U398.9;TU317
- Published：2011
- 稿件说明：
移动端阅览
[1]张建伟,曹万林,董宏英,李刚,张文江.不同构造措施的钢管混凝土边框钢板剪力墙抗震性能试验研究[J].防灾减灾工程学报,2011,31(04):450-456.

张建伟, 曹万林, 董宏英, et al. Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures[J]. 2011, 31(4): 450-456.
[1]张建伟,曹万林,董宏英,李刚,张文江.不同构造措施的钢管混凝土边框钢板剪力墙抗震性能试验研究[J].防灾减灾工程学报,2011,31(04):450-456. DOI： 10.13409/j.cnki.jdpme.2011.04.013.

张建伟, 曹万林, 董宏英, et al. Experimental Study on Seismic Performance of Steel-plate Shear Walls with Concrete Filled Steel Tube Columns and Different Constructional Measures[J]. 2011, 31(4): 450-456. DOI： 10.13409/j.cnki.jdpme.2011.04.013.

摘要

钢管混凝土边框钢板剪力墙是一种新型抗震剪力墙

为了比较不同构造措施对该新型剪力墙抗震性能的影响

进行了3个剪跨比为1.5的钢管混凝土边框钢板剪力墙低周反复荷载试验。其中

试验模型1为墙体钢板与边框柱钢管焊接

试验模型2为墙体钢板与边框柱钢管螺栓连接

试验模型3为墙体钢板开孔并与边框柱钢管焊接。通过试验研究

比较了各剪力墙的破坏特征、滞回特性、承载力、刚度、延性以及耗能能力。结果表明:在墙体钢板与边框柱钢管的连接方式中

采用焊接或栓接对剪力墙的整体性能影响不大;与普通钢管混凝土边框钢板剪力墙相比

钢板开孔钢管混凝土边框钢板剪力墙在开孔率不大的情况下

其承载力、延性、刚度和耗能能力没有明显变化。

Abstract

The steel-plate shear wall with concrete filled steel tube columns is a new type of composite shear wall.In order to assess the seismic performance of new shear walls with different constructional measures

experimental study of three specimens with the same shear span ratio 1.5 were carried out under cyclic loading: one with the steel plate and the steel tubes being connected by welding

one with the steel plate and the steel tubes being connected by bolts

and one with the steel plate and the steel tubes being connected by welding as well as with low opening ratio of holes in the steel plate.Based on the experiment

the damage characteristics

hysteretic behavior

load-carrying capacity

stiffness

ductility and energy dissipation of the specimens were contrastively analyzed.The experimental results showed that the connection type between the steel plate and the steel tubes

either in welding or in bolting

had little effect on the overall performance of the shear walls.Compare to the normal steel-plate shear walls with concrete filled steel tube columns

the load-carrying capacity

ductility

stiffness and energy dissipation of the perforated steel-plate shear walls with concrete filled steel tube columns had not obvious change under low opening ratio of holes.

关键词

Keywords

references

钢板剪力墙的试验研究 [J]. 聂建国,樊健生,黄远,周炜,汪大绥,陆道渊. 建筑结构学报 . 2010(09)

组合钢板剪力墙的简化模型 [J]. 孙飞飞,刘桂然. 同济大学学报(自然科学版) . 2010(01)

钢板剪力墙低周反复荷载试验研究 [J]. 陈国栋,郭彦林,范珍,韩艳. 建筑结构学报 . 2004(02)

钢筋混凝土薄钢板组合剪力墙的试验研究 [J]. 徐悦. 建筑技术 . 2002(05)

Experimental Study of Thin Steel‐Plate Shear Walls under Cyclic Load [J] . Vincent Caccese,Mohamed Elgaaly,Ruobo Chen. Journal of Structural Engineering . 1993 (2)

Views

449

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis on Seismic Performance Factors of Self-centering Energy Dissipation Rocking Frame

Numerical Study on Seismic Behavior of Fire Damaged RC Columns Reinforced by Green High-performance Fiber-reinforced Cementitious Composites

Experimental Research on Seismic Performance of Composite Frame with Steel Plates Reinforced PEC Column and Reduced Sectional Steel Beam

Analysis of Structural Characteristics of Rural Residential Buildings and Its Aseismic Performance in Jiangsu Province

A Study on the Seismic Performance of the Rural Monolithic Prefabricated Reinforced Concrete Masonry Structure

Related Author

何晴光

王鹤

赵文浩

李秀领

方有珍

李聪

袁园

孙国华

Related Institution

No data

⁰