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Saez, E., Lopez-Caballero, F. and Modaressi-Farahmand-Razavi, A. (2008) Influence of 2D and 3D Soil Modeling on Dynamic Nonlinear SSI Response. The 14th World Conference on Earthquake Engineering, Beijing, 12-17 October 2008, Paper ID: 14-0057.
http://www.14wcee.org/Proceedings/isv7/main.htm

has been cited by the following article:

• TITLE: Dynamic Analysis of Soil Structure Interaction Effect on Multi Story RC Frame

  AUTHORS: Hailu Getachew Kabtamu, Gang Peng, Denghong Chen

  KEYWORDS: Soil Structure Interaction, Dynamic Analysis, Fixed Base, Flexible Base, Direct Method, Winkler Spring, Period of Vibration, Story Shear, Story Drift and P-Δ Effect

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.8 No.4, November 5, 2018

  ABSTRACT: In this study dynamic analysis of Soil Structure Interaction (SSI) effect on multi story reinforced concrete (RC) frame founded on soft soil (flexible base) is made and compared with fixed base. Two model 2D RC frames with 7 and 12 story are selected for analysis. Winkler Spring and half space direct method models are used for flexible base for the frames founded on two types of soft soils with shear velocity Vs