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Author:

Wang, Piguang (Wang, Piguang.) (Scholars:王丕光) | Zhao, Mi (Zhao, Mi.) (Scholars:赵密) | Du, Xiuli (Du, Xiuli.) (Scholars:杜修力)

Indexed by:

EI Scopus PKU CSCD

Abstract:

An analytical calculation formula was proposed to investigate earthquake induced hydrodynamic pressure on a uniform cylinder with arbitrary smooth cross-section. Based on the radiation wave theory, considering water compressibility, the exact calculation formula for hydrodynamic pressure on a uniform cylinder with arbitrary smooth cross-section was derived with the separating variables method, and its coefficients were determined utilizing the mode orthogonality of water and expanding a continuous smooth function into a Fourier series. The proposed formula was verified through calculating the earthquake induced hydrodynamic pressure on rigid uniform elliptical cylinders and round-ended ones. The results showed that the proposed calculation formula has a higher accuracy. © 2018, Editorial Office of Journal of Vibration and Shock. All right reserved.

Keyword:

Fourier series Earthquakes Cylinders (shapes) Hydrodynamics

Author Community:

  • [ 1 ] [Wang, Piguang]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Piguang]Department of Civil Engineering, Tsinghua University, Beijing; 100084, China
  • [ 3 ] [Zhao, Mi]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Du, Xiuli]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 赵密

    [zhao, mi]key laboratory of urban security and disaster engineering of ministry of education, beijing university of technology, beijing; 100124, china

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2018

Issue: 21

Volume: 37

Page: 8-13

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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