Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
Authors:
- 21 November 2019
- journal article
- research article
- Published by Springer Nature in Frontiers of Structural and Civil Engineering
- Vol. 14 (1) , 62-81
Abstract
No abstract availableKeywords
This publication has 42 references indexed in Scilit:
- Nonlinear dynamic response of tall buildings considering structure–soil–structure effectsThe Structural Design of Tall and Special Buildings, 2011
- Dynamic soil–structure interaction analysis of buildings by neural networksConstruction and Building Materials, 2008
- Influence of dynamic soil–structure interaction on the nonlinear response and seismic reliability of multistorey systemsEarthquake Engineering & Structural Dynamics, 2006
- Dynamic soil-structure interaction analysis of layered unbounded media via a coupled finite element/boundary element/scaled boundary finite element modelInternational Journal for Numerical Methods in Engineering, 2004
- Response of low-rise buildings under seismic ground excitation incorporating soil–structure interactionSoil Dynamics and Earthquake Engineering, 2004
- Numerical Analysis of Tall Buildings Considering Dynamic Soil-Structure InteractionJournal of Asian Architecture and Building Engineering, 2003
- Domain Reduction Method for Three-Dimensional Earthquake Modeling in Localized Regions, Part I: TheoryBulletin of the Seismological Society of America, 2003
- A comparison of time‐domain transmitting boundariesEarthquake Engineering & Structural Dynamics, 1986
- Dynamic response of non‐linear building‐foundation systemsEarthquake Engineering & Structural Dynamics, 1978
- Transmitting boundaries: A comparisonInternational Journal for Numerical and Analytical Methods in Geomechanics, 1977