几何参数变化对钢筋混凝土深梁滞回性能的影响

薛萍; 郑宏; 陆路

doi:10.13204/j.gyjz200907013

几何参数变化对钢筋混凝土深梁滞回性能的影响

doi: 10.13204/j.gyjz200907013

薛萍¹,
郑宏²,
陆路³

1.
1. 西安铁路职业技术学院土木系,陕西临潼 710600;
2.
2. 长安大学建筑工程学院,西安 710061;
3.
3. 中国京冶工程技术有限公司,北京 100088

基金项目:

国家自然科学基金资助项目(50678025)

详细信息

作者简介:
第一作者:薛萍，女，1965年12月出生，副教授，工学硕士。E-mail:xueping02@126.com

计量
- 文章访问数: 96
- HTML全文浏览量: 8
- PDF下载量: 66
- 被引次数: 0
出版历程
- 收稿日期: 2009-02-24
- 刊出日期: 2009-07-20

EFFECT OF GEOMETRIC PARAMETER ON THE HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE DEEP BEAM

1.
1. Xi’an Railway Transportation Vocational Technical College,Lintong 710600,China;
2.
2. School of Construction Engineering,Chang’an University,Xi’an 710061,China;
3.
3. China Jingye Engineering Corporation Limited,Beijing 100088,China

摘要

摘要: 钢框架内填钢筋混凝土深梁是一种新型的高层结构抗侧力体系。应用ANSYS程序分析了高跨比、厚度变化对钢筋混凝土深梁滞回性能的影响。研究结果表明，钢框架内填钢筋混凝土深梁随着几何参数变化，可以实现宽范围的刚度渐变调幅，其极限承载力、延性及耗能能力均发生变化。通过对比分析不同几何参数的钢筋混凝土深梁在反复荷载下的滞回性能，建议采用高跨比为1.5的钢筋混凝土深梁。研究成果可以应用于新建框架结构、建筑结构改造、加固与修复。
- 钢筋混凝土深梁 /
- 滞回性能 /
- 钢框架
Abstract: Steel frame filled with reinforced concrete deep beam(RCDB) is a new kind of lateral resisting system for tall building structure.The programming ANSYS was used to analyze the hysteretic behavior of the reinforced concrete deep beam with different high-to-span ratio and thickness.The results indicate that the reinforced concrete deep beam with different geometric parameter filled in the frame can effectively affect the lateral resisting stiffness,ultimate bearing capacity,ductility and energy dissipation capacity of the frame structure and meet requirement of a wide range variation of the lateral stiffness of the structure.Based on comparison analysis of the hysteretic behavior of reinforced concrete deep beam with different geometric parameter,the value of high-to-span ratio 1.5 is suggested for the deep beam that can be used in the new structure,structural reinforcement as well.
- reinforced concrete deep beam /
- hysteretic behavior /
- steel frame

HTML全文

参考文献(4)

Kahn L F,Hanson R D.Infilled Walls for Earthquake Strengthening[J].Journal of Structural Engineering,1979,105(ST4):283-296;

[2] Kabele P,Takeuchi S,Inaba K,et al.Performance of EngineeredCementitious Composites in Repair and Retrofit:Analytical Estimates[G]//Reinhardt HW,Namaan A,Editors.High Performance FiberReinforced Composites.Bagneux,France:RILEMPublishers,1999:617-627;

[3] Kesner K E.Investigation of Infill Panels Made from EngineeredCementitious Composites for Seismic Strengthening and Retrofit[J].Journal of Structural Engineering,2005,131(11):1712-1720;

[4] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989:40-60.

施引文献

资源附件(0)

访问统计