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Author:

Li, X. (Li, X..) | Liu, X. (Liu, X..) | Wang, X. (Wang, X..) | Wang, Y. (Wang, Y..) | He, Q. (He, Q..) | Wang, N. (Wang, N..)

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EI Scopus

Abstract:

Here, taking transfer and cleaning room structure of nuclear power plant as a prototype, finite element models of transfer-cleaning room structures without and with cantilever, respectively were established. Through modal analysis and dynamic time history analysis of the two models, effects of large cantilever on aseismic performance of transfer-cleaning room structure were analyzed, and its dynamic characteristics and aseismic performance were explored. The results showed that because structural stiffness of transfer-cleaning room structure is large and its natural vibration period is short, its seismic response is smaller under action of ground motion exceeding the design basis, and the overall structure is still in elastic working state; large cantilever significantly reduces stiffness of transfer-cleaning room structure, prolongs its natural vibration period, and also increases the overall structure's seismic response, but this increase is not large; transfer-cleaning room structure with cantilever fully satisfies aseismic performance requirements. © 2023 Chinese Vibration Engineering Society. All rights reserved.

Keyword:

seismic response nuclear power plant cantilever transfer-cleaning rooms

Author Community:

  • [ 1 ] [Li X.]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Liu X.]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Liu X.]School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, 330013, China
  • [ 4 ] [Wang X.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China
  • [ 5 ] [Wang Y.]Beijing Municipal Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [He Q.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China
  • [ 7 ] [Wang N.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2023

Issue: 13

Volume: 42

Page: 147-154and162

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: 4

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