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Author:

Xue, S. (Xue, S..) | Wang, N. (Wang, N..) | Li, X. (Li, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

Time-history method is used to study the joint stiffness effect on dynamic stability of single-layer cylindrical reticulated shell fine model as the Ground Peak Acceleration (PGA) is changing. Meanwhile, the structural parameters such as rise-span ratio and length-width ratio and so on are considered. The joint stiffness is altered according to the change of the wall thickness of joint. In total, 4 groups of fine models are used in the example. The result from these 4 groups of models is similar. It shows the joint stiffness effect on the dynamic stability of these structures is larger when PGA is smaller (PGA is larger than collapse acceleration), and this rule is not changed when the structural parameter is different.

Keyword:

Dynamic stability; Fine model; Joint stiffness; PGA; Single-layer cylindrical reticulated shell

Author Community:

  • [ 1 ] [Xue, S.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Xue, S.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wang, N.]Hebei Researching Center of Earthquake Engineering, Hebei United University, Tangshan 063009, China
  • [ 4 ] [Li, X.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Li, X.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2014

Issue: 2

Volume: 34

Page: 27-33

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: 3

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