Computers and Concrete

  • 제13권3호
  • /
  • Pages.377-387
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  • 2014
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

An experimental study on different socket base connections under cyclic loading

  • Pul, Selim (Karadeniz Technical University, Department of Civil Engineering) ;
  • Husem, Metin (Karadeniz Technical University, Department of Civil Engineering) ;
  • Arslan, Mehmet Emin (Karadeniz Technical University, Department of Civil Engineering) ;
  • Hamzacebi, Sertac (Karadeniz Technical University, Department of Civil Engineering)
  • 투고 : 2012.11.14
  • 심사 : 2013.09.16
  • 발행 : 2014.03.28
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents an experimental study on socket base connections of precast reinforced concrete columns. The main purpose of this study is to determine socket base connection which has the closest behavior to monolithic casted column-base joints. For this purpose, six specimens having different column-socket base connection details were tested under cyclic loading. For each test, strength, stiffness, ductility and drift ratios of the specimens were determined. Test results indicated that a suggested connection type is 10%-30% stronger than the other type of connections under lateral loading. The welded connection (PC-5) had better lateral load carrying capacity and ductility. On the other hand, performance of standard connection (PC-1) which is commonly used in construction was weaker than other connections. Thus, decision of connection type should be referred not only performance but also applicability.

키워드

참고문헌

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피인용 문헌

  1. Cyclic behavior of GFRP strengthened infilled RC frames with low and normal strength concrete vol.0, pp.0, 2018, https://doi.org/10.1515/secm-2017-0060
  2. Experimental investigation on the mechanical behaviour of a new superimposed RC exterior basement wall with socket base pp.2116-7214, 2018, https://doi.org/10.1080/19648189.2018.1471008