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강판채움벽을 갖는 RC 골조에 대한 반복가력 실험
Cyclic Test for RC Frame with Infilled Steel Plate

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Authors
박홍근; 최인락
Issue Date
2009-04
Publisher
한국강구조학회 = Korean Society of Steel Construction
Citation
한국강구조학회논문집, 제21권, 제2호, pp. 115-125
Keywords
steel plateshear wallsreinforced concreteframescyclic tests강판전단벽헐근콘크리트골조반복가력 실험
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.
ISSN
1226-363X
Language
Korean
URI
http://hdl.handle.net/10371/8100
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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