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Cyclic Test for RC Frame with Infilled Steel Plate  

Choi, In Rak (서울대학교 건축학과)
Park, Hong Gun (서울대학교 건축학과)
Publication Information
Journal of Korean Society of Steel Construction / v.21, no.2, 2009 , pp. 115-125 More about this Journal
Abstract
An experimental study was performed to investigate the cyclic behavior of the reinforced concrete frame with infilled steel plate. For this purpose, three-story compositewalls using infilled steel plates (RCSPW) were tested. The parameters for this test were the reinforcement ratio of the column and opening in the infilled steel plate. A reinforced concrete infilled wall (RCIW) and a reinforced concrete frame (RCF) were also tested for comparison. The deformation capacity of the RCSPW specimen was significantly greater than that of the RCIW specimen, although the two specimens exhibited the same load-carrying capacity. Like the steel plate walls with the steel boundary frame, RCSPW specimens showed excellent strength, deformation capacity, and energy dissipation capacity. Furthermore, by using infilled steel plates, shear cracking and failure of the column-beam joint were prevented. By using a strip model, the stiffness and strength of the RCSPW specimens were predicted. The results were compared with the test results.
Keywords
Steel plates; Shear walls; Reinforced concrete; Frames; Cyclic tests;
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