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Author:

Cao, W. (Cao, W..) | Huang, X. (Huang, X..) | Lu, Z. (Lu, Z..) | Lü, X. (Lü, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

In this paper, reinforced concrete core walls with concealed bracings is put forward based on the study of RC shear wall with concealed bracings. Through the contrast experimental study on one 1/6 scale normal reinforced concrete core walls and one 1/6 scale reinforced concrete core walls with concealed bracings under the low cyclic loading, the effects of concealed bracings on the bearing capacity, stiffness, ductility, energy dissipation, hysteresis property and failure phenomena of reinforced concrete core walls are discussed. The experiment shows that concealed bracings are able to improve greatly the seismic behavior of reinforced concrete core walls.

Keyword:

Concealed bracing; Cyclic loading; Reinforced concrete; Reinforced concrete core walls; Seismic behavior

Author Community:

  • [ 1 ] [Cao, W.]Building Engineering College, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Huang, X.]Building Engineering College, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Lu, Z.]Building Engineering College, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Lü, X.]State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

Reprint Author's Address:

  • [Cao, W.]Building Engineering College, Beijing University of Technology, Beijing 100022, China

Email:

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2005

Issue: 3

Volume: 25

Page: 81-86

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: 10

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