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author:

Yan, X. (Yan, X..) [1] | Qi, A. (Qi, A..) [2] | Lin, W. (Lin, W..) [3] | Wang, S. (Wang, S..) [4]

Indexed by:

Scopus

Abstract:

Construction and control principle of the new combined steel lead damper (NCSLD) were introduced, pseudo-static tests of NCSLD which would be used in the subsequent shaking table tests were carried out for the study of its mechanical properties using electro-hydraulic servo press-shear machine. Structural seismic design procedure using NCSLD is presented. An engineering example of seismic strengthening using NCSLD is provided. Results of tests and analyses indicate that NCSLD has full hysteresis loops which take on bilinearity; NCSLD is of strong energy dissipation ability and has obvious control effects for structural inter-story displacement and acceleration reactions. © (2011) Trans Tech Publications.

Keyword:

Design method; Hysteresis loop; New combined steel lead damper (NCSLD); Seismic response

Community:

  • [ 1 ] [Yan, X.]School of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 2 ] [Qi, A.]School of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 3 ] [Lin, W.]School of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 4 ] [Wang, S.]School of Civil Engineering, Fuzhou University, Fuzhou, 350108, China

Reprint 's Address:

  • [Yan, X.]School of Civil Engineering, Fuzhou University, Fuzhou, 350108, China

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Source :

Applied Mechanics and Materials

ISSN: 1660-9336

Year: 2011

Volume: 71-78

Page: 526-530

Language: English

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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