Effects of horizontally travelling waves in soil-structure interaction
Authors:
- J.P. WolfJWJ.P. Wolf
- P. ObernhuberPOP. Obernhuber
- 1 May 1980
- journal article
- Published by Elsevier in Nuclear Engineering and Design
- Vol. 57 (2) , 221-244
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Dynamic Stiffness of Group of Battered PilesJournal of the Geotechnical Engineering Division, 1980
- The spring method for embedded foundationsNuclear Engineering and Design, 1978
- On the interaction of rayleigh surface waves with structuresEarthquake Engineering & Structural Dynamics, 1978
- Dynamic response of rectangular foundations to obliquely incident seismic wavesEarthquake Engineering & Structural Dynamics, 1978
- A substructure method for earthquake analysis of structures including structure‐soil interactionEarthquake Engineering & Structural Dynamics, 1978
- Seismic response due to travelling shear wave including soil-structure interaction with base-mat upliftEarthquake Engineering & Structural Dynamics, 1977
- Seismic wave effects on soil‐structure interactionEarthquake Engineering & Structural Dynamics, 1976
- Torsional response of structures to obliquely incident seismic sh wavesEarthquake Engineering & Structural Dynamics, 1976
- Strong ground motion of the San Fernando, California, earthquake: Ground displacementsBulletin of the Seismological Society of America, 1975
- Steady Motion of a Rigid Strip Bonded to an Elastic Half SpaceJournal of Applied Mechanics, 1971