Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic soil–structure interaction effects on the seismic response of asymmetric buildings
AbstractAn approach is formulated for the linear analysis of three-dimensional dynamic soil–structure interaction of asymmetric buildings in the time domain, in order to evaluate the seismic response behaviour of torsionally coupled buildings. The asymmetric building is idealized as a single-storey three-dimensional system resting on different soil conditions. The soil beneath the superstructure is modeled as linear elastic solid elements. The contact surface between foundation mat and solid elements of soil is discretised by linear plane interface elements with zero thickness. An interface element is further developed to function between the rigid foundation and soil. As an example, the response of soil–structure interaction of torsionally coupled system under two simultaneous lateral components of El Centro 1940 earthquake records has been evaluated and the effects of base flexibility on the response behaviour of the system are verified.
Dynamic soil–structure interaction effects on the seismic response of asymmetric buildings
AbstractAn approach is formulated for the linear analysis of three-dimensional dynamic soil–structure interaction of asymmetric buildings in the time domain, in order to evaluate the seismic response behaviour of torsionally coupled buildings. The asymmetric building is idealized as a single-storey three-dimensional system resting on different soil conditions. The soil beneath the superstructure is modeled as linear elastic solid elements. The contact surface between foundation mat and solid elements of soil is discretised by linear plane interface elements with zero thickness. An interface element is further developed to function between the rigid foundation and soil. As an example, the response of soil–structure interaction of torsionally coupled system under two simultaneous lateral components of El Centro 1940 earthquake records has been evaluated and the effects of base flexibility on the response behaviour of the system are verified.
Dynamic soil–structure interaction effects on the seismic response of asymmetric buildings
Shakib, H. (Autor:in) / Fuladgar, A. (Autor:in)
Soil Dynamics and Earthquake Engineering ; 24 ; 379-388
12.01.2004
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Dynamic soil-structure interaction effects on the seismic response of asymmetric buildings
| British Library Online Contents | 2004
Dynamic soil-structure interaction effects on the seismic response of asymmetric buildings
| Online Contents | 2004
Seismic History Analysis of Asymmetric Buildings with Soil-Structure Interaction
| British Library Online Contents | 2009
Seismic Soil-Structure Interaction Response of Tall Buildings
| TIBKAT | 2019
Seismic History Analysis of Asymmetric Buildings with Soil-Structure Interaction
| Online Contents | 2009