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[1]朱明增,叶燕华,张诗浩.劲性自密实混凝土叠合剪力墙抗震性能研究[J].南京工业大学学报(自然科学版),2018,40(01):138-144.[doi:10.3969/j.issn.1671-7627.2018.01.022]
 ZHU Mingzeng,YE Yanhua,ZHANG Shihao.Study on seismic performances of SCC composite shear wall with profile steel[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2018,40(01):138-144.[doi:10.3969/j.issn.1671-7627.2018.01.022]
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劲性自密实混凝土叠合剪力墙抗震性能研究()
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《南京工业大学学报(自然科学版)》[ISSN:1671-7627/CN:32-1670/N]

卷:
40
期数:
2018年01期
页码:
138-144
栏目:
出版日期:
2018-01-20

文章信息/Info

Title:
Study on seismic performances of SCC composite shear wall with profile steel
文章编号:
1671-7627(2018)01-0138-07
作者:
朱明增1叶燕华12张诗浩3
1.南京工业大学 土木工程学院,江苏 南京 210009; 2.江苏省绿色建筑工程技术研究中心,江苏 南京 210009; 3.山东省阳光工程设计院,山东 济南 250000
Author(s):
ZHU Mingzeng1YE Yanhua12ZHANG Shihao3
1.College of Civil Engineering,Nanjing Tech University,Nanjing 210009,China; 2.Jiangsu Green Building Research Center, Nanjing 210009,China; 3.Shandong Sunshine Engineering Design Institute,Jinan 250000,China
关键词:
劲性混凝土暗柱 自密实混凝土 叠合剪力墙 抗震性能
Keywords:
steel reinforced concrete of concealed column self-compacting concrete composite shear wall seismic performances
分类号:
TU375
DOI:
10.3969/j.issn.1671-7627.2018.01.022
文献标志码:
A
摘要:
对5片劲性自密实混凝土叠合剪力墙和1片全现浇劲性混凝土剪力墙进行抗震性能试验,研究分析在不同型钢配置形式条件下,劲性自密实混凝土叠合剪力墙的破坏形态、滞回性能、刚度退化能力、延性、耗能性能等,并与全现浇混凝土剪力墙的相比。研究结果表明:自密实混凝土叠合剪力墙与全现浇劲性混凝土剪力墙具有相似的破坏模式、滞回性能和耗能能力,但后者的延性较好; 型钢种类对自密实混凝土叠合剪力墙的承载力和耗能能力影响不大,但配置H型钢墙体的延性更好。
Abstract:
Quasi-static tests on five self-compacting concrete(SCC)composite shear walls with profile steel and one full-cast reinforced concrete composite shear wall under cyclic loading were reported.The effects of different profile steel configuration forms were considered.The failure pattern,hysteretic loops,skeleton curves,ductility and energy-dissipation were analyzed.Test results indicated that the failure pattern and hysteretic loops and energy-dissipation of SCC composite shear walls with profile steel were nearly same to full-cast reinforced concrete composite shear wall,besides having lower ductility.Moreover,different types of profile steel had little influence on the capacity of energy-dissipating and bearing,but the composite shear wall with H-profile-steel showed better ductility performance.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2016-05-11
作者简介:朱明增(1992—),男,江苏靖江人,硕士,主要研究方向为结构工程; 叶燕华(联系人),教授,E-mail:yyh_5601@163.com.
引用本文:朱明增,叶燕华,张诗浩,等.劲性自密实混凝土叠合剪力墙抗震性能研究[J].南京工业大学学报(自然科学版),2018,40(1):138-144..
更新日期/Last Update: 2018-01-18