DocumentCode :
3312196
Title :
Computer simulation study on hysteretic behavior of composite steel frame-reinforced concrete infill wall structure
Author :
Xiaotong, Peng ; Chen, Lin
Author_Institution :
Sch. of Civil & Archit. Eng., Univ. of Jinan, Jinan, China
fYear :
2009
fDate :
8-11 Aug. 2009
Firstpage :
113
Lastpage :
115
Abstract :
The composite steel frame-reinforced concrete infill wall structure is considered as a new type of earthquake-resistant 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.
Keywords :
design engineering; digital simulation; ductility; earthquake engineering; elasticity; finite element analysis; reinforced concrete; steel; structural engineering computing; walls; ANSYS software; composite steel frame-reinforced concrete infill wall structure; computer simulation; design engineering; ductility; earthquake-resistant system; energy dissipation; load distribution; stiffness; structural behavior; Computational modeling; Computer simulation; Concrete; Energy dissipation; Finite element methods; Gravity; Hysteresis; Large-scale systems; Solid modeling; Steel; composite steel frame; computer simulation; hysteretic behavior; non-linear;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computer Science and Information Technology, 2009. ICCSIT 2009. 2nd IEEE International Conference on
Conference_Location :
Beijing
Print_ISBN :
978-1-4244-4519-6
Electronic_ISBN :
978-1-4244-4520-2
Type :
conf
DOI :
10.1109/ICCSIT.2009.5234584
Filename :
5234584
Link To Document :
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