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author:

Wang, P.;, Lv, S.;, Zhang, C.;, Du, X. (Wang, P.;, Lv, S.;, Zhang, C.;, Du, X..) [1]

Indexed by:

Scopus

Abstract:

Analytical methods are developed to investigate the interaction of water with multiple cylinders with arbitrary smooth cross-sections subjected to horizontal ground motion and incident linear waves. Based on the boundary conditions of the seafloor and the water surface, the three-dimensional Laplace equation was transformed into the two-dimensional (2D) Helmholtz equation. Based on the condition that the coefficient function of the cylinder surface can be expanded into a Fourier series, radiation theory and diffraction theory are extended to solve earthquake-induced hydrodynamic forces and wave forces on multiple cylinders. The proposed analytical solution consists of the high-order scattered wave pressures due to diffracted waves. The present method was verified using two double cylinder arrays with elliptical and round-ended cross-sections. Finally, this method was extended to multiple scattering analysis for the interaction of water under earthquake and wave loads. © 2022 Elsevier Ltd

Keyword:

Analytical solution Arbitrary smooth cross-section Earthquake-induced hydrodynamic force Multiple cylinders Wave force

Community:

  • [ 1 ] [Wang P.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Lv S.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Zhang C.]College of Civil Engineering, Fuzhou University, Fuzhou, 35002, China
  • [ 4 ] [Du X.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

Reprint 's Address:

  • [Zhang, C.]College of Civil Engineering, China

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Source :

Ocean Engineering

ISSN: 0029-8018

Year: 2022

Volume: 263

5 . 0

JCR@2022

4 . 6 0 0

JCR@2023

ESI HC Threshold:66

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

Affiliated Colleges:

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