A platform for research: civil engineering, architecture and urbanism
Dynamic response of lined rigid inclusion
Theoretical analysis is made to predict dynamic response of elastically lined cylindrical rigid inclusion subjected to plane compressional sinusoidal stress waves; solutions in form of infinite series involving Hankel functions of first and second kinds for wave equations are determined from prescribed boundary conditions; nondimensional parameters are identified and typical material properties are used in numerical calculations; it is found that angular distribution of maximum dynamic stresses follows certain pattern depending on wave number.
Dynamic response of lined rigid inclusion
Theoretical analysis is made to predict dynamic response of elastically lined cylindrical rigid inclusion subjected to plane compressional sinusoidal stress waves; solutions in form of infinite series involving Hankel functions of first and second kinds for wave equations are determined from prescribed boundary conditions; nondimensional parameters are identified and typical material properties are used in numerical calculations; it is found that angular distribution of maximum dynamic stresses follows certain pattern depending on wave number.
Dynamic response of lined rigid inclusion
ASCE -- Proc (J Eng Mechanics Div)
Ho, S. (author) / Hansen, R.J. (author)
1965
18 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Equivalent Linear Dynamic Response Analysis of Geosynthetics Lined Landfills
British Library Conference Proceedings | 2001
|Dynamic response of lined circular tunnel to plane harmonic waves
Online Contents | 2006
|Dynamic response of lined circular tunnel to plane harmonic waves
Elsevier | 2005
|Dynamic response of lined circular tunnel to plane harmonic waves
British Library Online Contents | 2006
|Static Response of Slip-Lined Sewers
British Library Conference Proceedings | 2000
|