Dynamic response of an embedded rectangular foundation to antiplane shear waves-Reference-Cited by-同舟云学术

Dynamic response of an embedded rectangular foundation to antiplane shear waves

Published:1982 Issue:3 Volume:18 Page:249-261
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Meade Kevin P.,Keer Leon M.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference20 articles.

1. Foundation impedance matrices by substructure deletion;Dasgupta,1980

2. An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances. Phase III: Nonlinear soil-structure interaction of skew highway bridges;Chen;Federal Highway Adminstratkm, Rep. No. FHWA-RD-77–169,1977

3. Dynamic interaction of a shear wall with the soil;Luco;J. Engng. Mech. Div. ASCE,1969

4. Interaction of a shear wall with the soil for incident plane SH-waves;Trifunac;Bull. Seismological Soc. Am.,1972

5. Transient response of a buried foundation to antiplane shear waves;Thau;J. Appl. Mech. ASME,1973

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2. Dynamic response of underground structures to pressure waves: The strip approximation;Journal of Sound and Vibration;1991-03

3. Interaction of shear waves with a periodic array of rigid strips;International Journal of Solids and Structures;1989

4. Dynamic response of rigid strip-foundations by a time-domain boundary element method;International Journal for Numerical Methods in Engineering;1986-08

5. Antiplane Transient Response of Embedded Cylinder;Journal of Engineering Mechanics;1986-06