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author:

Huang, L. (Huang, L..) [1] | Zou, L. (Zou, L..) [2]

Indexed by:

Scopus PKU CSCD

Abstract:

Upper story rigidity of base isolated structures Is smaller, and the isolated structure bears a bigger vertical load, a multi-story rubber pad is adopted, the total thickness of the rubber bearing is bigger and it has not only an obvious horizontal but also vertical displacements. It causes the upper storys to produce swing. The vibrations and the control equations of a base isolated structure with swing are derived, analyzes the swing ' s influences to the vibration-control of the base isolated structure are analyzed. The conclusions obtained from above analysis suggest that the swing may have some influences to the vibration-control of the isolated structures. The rotation rigidity and damping ratio of the base isolated structure and superstructural vertical load obviously influence the vibration-control of the base isolated structures with swing.

Keyword:

Base isolated structures; Semi-active control; Swing

Community:

  • [ 1 ] [Huang, L.]Department of Architectural Engineering, Fujjan Vocational College of Information and Technology, Fuzhou 350003, China
  • [ 2 ] [Zou, L.]Civil Engineering Institute, Fuzhou University, Fuzhou 350108, China

Reprint 's Address:

  • [Huang, L.]Department of Architectural Engineering, Fujjan Vocational College of Information and Technology, Fuzhou 350003, China

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Source :

World Information on Earthquake Engineering

ISSN: 1007-6069

CN: 23-1195/P

Year: 2010

Issue: 1

Volume: 26

Page: 212-218

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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