Structural Engineering and Mechanics

  • 제78권6호
  • /
  • Pages.715-729
  • /
  • 2021
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Fundamental period estimation of steel frames equipped with steel panel walls

  • Jiang, Liqiang (School of Civil Engineering, Central South University) ;
  • Zhang, Xingshuo (School of Civil Engineering, Central South University) ;
  • Jiang, Lizhong (School of Civil Engineering, Central South University) ;
  • He, Chang (School of Civil Engineering, Central South University) ;
  • Ye, Jihong (Xuzhou Key Laboratory for Fire Safety of Engineering Structures, China University of Mining and Technology) ;
  • Ran, Yu (China Academy of Building Research)
  • 투고 : 2020.07.26
  • 심사 : 2021.04.06
  • 발행 : 2021.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Steel frames equipped with beam-only-connected steel panel wall (SPWF) system is one type of lateral resisting systems. The fundamental period is necessary to calculate the lateral force for seismic design, however, almost no investigations have been reported for the period estimation of SPWF structures, both in theoretically and in codes. This paper proposes a simple theoretical method to predict the fundamental periods of the SPWF structures based on the basic theory of engineering mechanics. The proposed method estimates the SPWF structures as a shear system of steel frames and a shear-flexure system of SPWs separately, and calculates the fundamental periods of the SPWF structures according to the integration of lateral stiffness of the steel frames and the SPWs along the height. Finite element method (FEM) is used to analyze the periods of 45 case steel frames or SPWF buildings with different configurations, and the FEM is validated by the test results of four specimens. The errors cannot be ignored between FEM and theoretical results due to the simplifications. Thus the finial formula is proposed by correcting the theoretical equations. The relative errors between the periods predicted from the final proposed formula and the results of FEM are no more than 4.6%. The proposed formula could be reliably used for fundamental period estimation of new, existing and damaged SPWF buildings.

키워드

과제정보

This work is sponsored by the National Natural Science Foundation of China (52008398, 51778630), the Hunan Innovative Provincial Construction Project (2019RS3009).

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