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Author:

Sun, G. (Sun, G..) | He, R. (He, R..) | Gu, Q. (Gu, Q..) | Yu, Y. (Yu, Y..) | Fang, Y. (Fang, Y..)

Indexed by:

Scopus PKU

Abstract:

The method for calculating the lateral stiffness of partially-restrained steel frame with RC infill walls was studied to provide a referrence for elastic deformation. Based on the experimental investigation of ten one-bay, two-story partially-restrained steel frame with reinforced concrete walls (PSRCW) on one third scale under low reversed cyclic loading, overall stiffness and stiffness reduction of PSRCW were analyzed. The results show that PSRCW has large lateral stiffness and slowly-degraded stiffness. Thickness of infill wall, type of shear connector and concrete strength have large effect on initial lateral stiffness, but type of PR connection and quantity of shear connector have little effect on stiffness. Calculation method for the initial lateral stiffness of PSRCW is proposed through deformation analysis of PSRCW. The calculated values of the lateral stiffness match well with the experimental ones.

Keyword:

Infill wall; Partially-restrained steel frame; Stiffness; Stiffness degradation

Author Community:

  • [ 1 ] [Sun, G.]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Sun, G.]Jiangsu Key Laboratory of Structure Engineering, School of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011, China
  • [ 3 ] [He, R.]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [He, R.]Jiangsu Key Laboratory of Structure Engineering, School of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011, China
  • [ 5 ] [Gu, Q.]Jiangsu Key Laboratory of Structure Engineering, School of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011, China
  • [ 6 ] [Yu, Y.]Institute of Building Standard Design and Research, Beijing 100044, China
  • [ 7 ] [Fang, Y.]Jiangsu Key Laboratory of Structure Engineering, School of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011, China

Reprint Author's Address:

  • [Sun, G.]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China

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Source :

Journal of Shenyang Jianzhu University (Natural Science)

ISSN: 2095-1922

Year: 2011

Issue: 4

Volume: 27

Page: 613-620

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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