钢框架内填混凝土剪力墙结构有限元分析

彭晓彤; 沈莉莉; 林晨

doi:10.13204/j.gyjz201006024

钢框架内填混凝土剪力墙结构有限元分析

doi: 10.13204/j.gyjz201006024

1.
1. 济南大学,济南250022;
2.
2. 山东工艺美术学院,济南 250014

基金项目:

国家自然科学基金项目(50378058);山东省科技攻关计划项目(2007GG30010001;2008GG10007002);山东省教育厅科技项目(TJY0709)

详细信息

作者简介:
彭晓彤，男，1973年出生，博士，副教授。E－mail:pengxito@163.com

中图分类号: TU398.9
计量
- 文章访问数: 73
- HTML全文浏览量: 2
- PDF下载量: 131
- 被引次数: 0
出版历程
- 收稿日期: 2009-12-20
- 刊出日期: 2010-06-20

FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE

1.
1. University of Jinan,Jinan 250022,China;
2.
2. Shandong University of Art and Design,Jinan 250014,China

摘要

摘要: 半刚性节点钢框架内填钢筋混凝土剪力墙(SRCW)结构融合了钢框架和钢筋混凝土剪力墙两种结构的优点，是一种极具应用前景的新型抗震结构体系。目前，SRCW结构的有限元分析多局限于线弹性阶段。为了系统地研究该结构的滞回性能和传力机理，采用ANSYS软件建立非线性有限元模型的基本过程和方法，在验证有限元模型的基础上，从整体性能、传力机理、延性、耗能等方面进行分析评价。结果表明：SRCW结构具有较高的侧向承载力和强度储备；在循环荷载作用下，结构表现出良好的延性和耗能能力；钢框架承担80%～100%的倾覆弯矩，剪力墙承担80%～90%的侧向力。最后提出了抗震设计建议。
- SRCW结构 /
- 抗震性能 /
- 有限元分析 /
- 非线性
Abstract: The semi-rigid steel frame-reinforced concrete infill wall structure (SRCW) ，which combines advantages of a steel frame and a shear wall，is considered as a new type of aseismatic structure with a brilliant future. The FEM study on SRCW structure was localized on the linear elastic stage so far. In order to study seismic behavior and force distribution in the structural system of the SRCW，the basic process for non-linear FEM simulation was expatiated using the software ANSYS，and then the FEM model was validated by experimental data. Based on which the structural behavior was evaluated from four aspects: strength， stiffness， load distribution， ductility and energy dissipation. The analytical results indicate that the structure has ample lateral bearing capacity and high safety factor.The structure has good performances on ductility and energy dissipation. The steel framework undertakes 80%～100% of the whole overturning moment and the infill wall takes 80%～90% of overall lateral load. Finally，suggestions on aseismic design were presented.
- SRCW structure /
- aseismic behavior /
- FEM analysis /
- non-linear

HTML全文

参考文献(8)

彭晓彤，顾强，林晨. 混合钢框剪结构非线性有限元模拟及受力分析[J]. 西安建筑科技大学学报: 自然科学版，2009，41(5) : 631-636.

[2] Hasan R，Kishi N，Chen W F. A New Classification System for Beam-to-Column Connections [J]. Journal of Constructional Steel Research，1998，47: 119-140.

[3] Liew J Y R，White D W，Chen W F. Limit State Design of Semi-Rigid Frames Using Advanced Analysis: Part 1: Connection Modeling and Classification[J]. Journal of Constructional Steel Research，1993，26: 1-27.

[4] Liew J Y R，White D W，Chen W F. Limit State Design of Semi-Rigid Frames Using Advanced Analysis: Part 2: Connection Modeling and Classification[J]. Journal of Constructional Steel Research，1993，26: 29-57.

[5] 彭晓彤，顾强，林晨. 半刚性节点钢框架内填钢筋混凝土剪力墙结构试验研究[J]. 土木工程学报，2008，41(1) : 64-69.

[6] 江见鲸. 钢筋混凝土结构非线性有限元分析[M]. 西安:陕西科学技术出版社，1994:93-110.

[7] Tong Xiangdong， Hajjarb J F， Schultzb A E， et al. Cyclic Behavior of Steel Frame Structures with Composite Reinforced Concrete Infill Walls and Partially-Restrained Connections[J ].Journal of Constructional Steel Research，2005，61: 531-552.

[8] Negro P，Verzeletti G. Effect of Infills on the Global Behavior of R /C Frames: Energy Considerations from Pseudodynamic Tests [J]. Earthquake Engineering and Structural Dynamics，1996，25(8) : 753-773.

施引文献

资源附件(0)

访问统计