BOUNDARY INTEGRAL EQUATION SOLUTIONS FOR FLUID-STRUCTURE INTERACTION DUE TO EARTHQUAKES.

Philip L.F. Liu; Alexander H.D. Cheng

BOUNDARY INTEGRAL EQUATION SOLUTIONS FOR FLUID-STRUCTURE INTERACTION DUE TO EARTHQUAKES.

Philip L.F. Liu
, Alexander H.D. Cheng

Department of Hydraulic and Ocean Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

The Boundary Integral Equation Method is formulated to calculate hydrodynamic pressures in a reservoir impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is constant.

Original language	English
Title of host publication	Unknown Host Publication Title
Editors	P. Lascaux
Publisher	Pluralis
Pages	363-371
Number of pages	9
ISBN (Print)	2862160067
Publication status	Published - 1983

All Science Journal Classification (ASJC) codes

General Engineering

Cite this

@inproceedings{236a99276e464dbbaa32590078e158af,

title = "BOUNDARY INTEGRAL EQUATION SOLUTIONS FOR FLUID-STRUCTURE INTERACTION DUE TO EARTHQUAKES.",

abstract = "The Boundary Integral Equation Method is formulated to calculate hydrodynamic pressures in a reservoir impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is constant.",

author = "Liu, \{Philip L.F.\} and Cheng, \{Alexander H.D.\}",

year = "1983",

language = "English",

isbn = "2862160067",

publisher = "Pluralis",

pages = "363--371",

editor = "P. Lascaux",

booktitle = "Unknown Host Publication Title",

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T1 - BOUNDARY INTEGRAL EQUATION SOLUTIONS FOR FLUID-STRUCTURE INTERACTION DUE TO EARTHQUAKES.

AU - Liu, Philip L.F.

AU - Cheng, Alexander H.D.

PY - 1983

Y1 - 1983

N2 - The Boundary Integral Equation Method is formulated to calculate hydrodynamic pressures in a reservoir impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is constant.

AB - The Boundary Integral Equation Method is formulated to calculate hydrodynamic pressures in a reservoir impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is constant.

UR - https://www.scopus.com/pages/publications/0020898648

UR - https://www.scopus.com/pages/publications/0020898648#tab=citedBy

M3 - Conference contribution

AN - SCOPUS:0020898648

SN - 2862160067

SP - 363

EP - 371

BT - Unknown Host Publication Title

A2 - Lascaux, P.

PB - Pluralis

ER -

BOUNDARY INTEGRAL EQUATION SOLUTIONS FOR FLUID-STRUCTURE INTERACTION DUE TO EARTHQUAKES.

Abstract

All Science Journal Classification (ASJC) codes

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