Computer Simulation Study On Hysteretic Behavior Of Composite Steel Frame-Reinforced Concrete Infill Wall Structure
The composite steel frame-reinforced concrete infill wall structure is considered as a new type of earthquakeresistant system with brilliant future of application. In order to study the hysteretic behavior of the structure, a large scale specimen under cyclic load was conducted and then the computer simulation models were established using the software ANSYS. By comparison, the computer calculated results matched the experimental results well showing that the computer simulation is feasible. Based on that, 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. Finally design recommendations are presented.
composite steel frame hysteretic behavior computer simulation non-linear
Peng Xiaotong Lin Chen
School of Civil and Architectural Engineering University of Jinan Jinan, China School of Architecture and Landscape Design Shandong University of Art ＆ Design Jinan, China
国际会议
北京
英文
2061-2064
2009-08-08（万方平台首次上网日期，不代表论文的发表时间）