Analytical moment–rotation curves for rigid foundations based on a Winkler model
- 10 April 2003
- journal article
- Published by Elsevier BV in Soil Dynamics and Earthquake Engineering
- Vol. 23 (5), 367-381
- https://doi.org/10.1016/s0267-7261(03)00034-4
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearitiesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2001
- Effects of the constitutive relationship on seismic response of soils. Part I. Constitutive modeling of cyclic behavior of soilsSoil Dynamics and Earthquake Engineering, 2000
- Stiffnesses of abutments on spread footings with cohesionless backfillCanadian Geotechnical Journal, 1997
- Monotonic and Cyclic Loading Behavior of Two Sands at Small StrainsGeotechnical Testing Journal, 1993
- Elastic Deformation Properties of GeomaterialsSoils and Foundations, 1992
- Effect of weak foundation on the seismic response of core wall type buildingsCanadian Journal of Civil Engineering, 1992
- Discussion: An experimental and theoretical comparison between static and dynamic torsional soil testsGéotechnique, 1990
- Shear Modulus and Cyclic Undrained Behavior of SandsSoils and Foundations, 1989
- Allowable pressure from loading tests on Kuwaiti soilsCanadian Geotechnical Journal, 1985
- Dynamic response of 3‐D rigid surface foundations by time domain boundary element methodEarthquake Engineering & Structural Dynamics, 1984