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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.17 No.1
- 발행연도
- 2016.1
- 수록면
- 1 - 27 (27page)
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초록· 키워드
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Final construction project cost is significantly determined by construction rate. The Industrialized Building System (IBS) was promoted to enhance the importance of prefabrication technology rather than conventional methods in construction. Ensuring the stability of a building constructed by using IBS is a challenging issue. Accordingly, the connections in a prefabricated building have a basic, natural, and essential role in providing the best continuity among the members of the building. Deficiencies of conventional precast connections were observed when precast buildings experience a large induced load, such as earthquakes and other disasters. Thus, researchers aim to determine the behavior of precast concrete structure with a specific type of connection. To clarify this problem, this study investigates the capacity behavior of precast concrete panel connections for industrial buildings with a new type of precast wall-to-wall connection (i.e., U-shaped steel channel connection). This capacity behavior is compared with the capacity behavior of precast concrete panel connections for industrial buildings that used a common approach (i.e., loop connection), which is subjected to monotonic loading as in-plane and out-of-plane loading by developing a finite element model. The principal stress distribution, deformation of concrete panels and welded wire mesh (BRC) reinforcements, plastic strain trend in the concrete panels and connections, and crack propagations are investigated for the aforementioned connection. Pushover analysis revealed that loop connections have significant defects in terms of strength for in-plane and out-of-plane loads at three translational degrees of freedom compared with the U-shaped steel channel connection.
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참고문헌 (42)
참고문헌 신청
Araújo, D. D. L / 2014 / Loop connection with fibre-reinforced precast concrete components in tension / Eng. Struct 72:140~151
Bhatt, P / 1985 / Tests on an improved beam column connection for precast concrete / ACI Journal Proceedings
Biondini, F / 2012 / Seismic behaviour of precast buildings with cladding panels / 15th World Conference on Earthquake Engineering (15WCEE)
Biondini, F. / 2013 / Role of wall panel connections on the seismic performance of precast structures / Bull. Earthq. Eng 11(4):1061~1081
Blandon, J.J / 2005 / Behavior of connections and floor diaphragms in seismicresisting precast concrete buildings / PCI J 50(2):56~75
Bhatt, P / 1985 / Tests on an improved beam column connection for precast concrete / ACI Journal Proceedings
Biondini, F / 2012 / Seismic behaviour of precast buildings with cladding panels / 15th World Conference on Earthquake Engineering (15WCEE)
Biondini, F. / 2013 / Role of wall panel connections on the seismic performance of precast structures / Bull. Earthq. Eng 11(4):1061~1081
Blandon, J.J / 2005 / Behavior of connections and floor diaphragms in seismicresisting precast concrete buildings / PCI J 50(2):56~75
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