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Author:

Yang, Lin (Yang, Lin.) | Chang, Yongping (Chang, Yongping.) | Zhou, Xiyuan (Zhou, Xiyuan.) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明)

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Abstract:

A kind of FPS bearings is designed for isolating superstructure and foundation in a six-story single span steel-frame model subjected to shake table testing. Using both shake table tests and finite element analysis, different site responses were analyzed and compared. The experimental and finite element analysis results indicate that, the FPS is an effective isolation device that can lengthen the natural period and reduce the earthquake effect on upper structure.

Keyword:

Pendulums Friction Finite element method

Author Community:

  • [ 1 ] [Yang, Lin]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Yang, Lin]Patent Examination Cooperation Center, SIPO, Beijing 100190, China
  • [ 3 ] [Chang, Yongping]College of Civil and Architectural Engineering, Hebei Polytechnic University, Tangshan 063009, China
  • [ 4 ] [Zhou, Xiyuan]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Yan, Weiming]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

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Source :

Journal of Building Structures

ISSN: 1000-6869

Year: 2008

Issue: 4

Volume: 29

Page: 66-72

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: 6

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