000010044 001__ 10044
000010044 005__ 20141205154140.0
000010044 04107 $$aeng
000010044 046__ $$k2008-10-12
000010044 100__ $$aGarcía, Julio A.
000010044 24500 $$aSoil Structure Interaction in the Analysis and Seismic Design of Reinforced Concrete Frame Buildings

000010044 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010044 260__ $$b
000010044 506__ $$arestricted
000010044 520__ $$2eng$$aThe influence of soil-structure interaction in the analysis and design of a 6-storey and basement reinforced concrete frame building is investigated. Models simulating two different conditions: namely soil-structure interaction, and fixed-base behavior are considered. The influence of the soil structure interaction in the dynamic behavior of the structure is reflected in an increase in the vibration period as well as increase in the system damping in comparison with the fixed-base model, which does not consider the supporting soil. The influence of the soil-structure interaction in the seismic design of the structure is reflected in a decrease of the horizontal spectral acceleration values. The inclusion of the soil in the structural analysis provides results, stress and displacement values, which are closer to the actual behavior of the structure than those provided by the analysis of a fixed-base structure.

000010044 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010044 653__ $$aSoil-structure interaction, dynamic behavior of soil, seismic design, damping, vibration period, spectral accelerations 

000010044 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010044 720__ $$aGarcía, Julio A.
000010044 8560_ $$ffischerc@itam.cas.cz
000010044 8564_ $$s199050$$uhttps://invenio.itam.cas.cz/record/10044/files/05-01-0373.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0373.
000010044 962__ $$r9324
000010044 980__ $$aPAPER