[1]ZHANG Wei-dong.Earthquake Response Analysis of Slab-Column Structure-Foundation-Soil Interaction[J].Journal of Seismological Research,2008,31(02):186-192.
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Earthquake Response Analysis of Slab-Column Structure-Foundation-Soil Interaction
Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume:
31
Number of periods:
2008 02
Page number:
186-192
Column:
Public date:
2008-02-23
- Title:
- Earthquake Response Analysis of Slab-Column Structure-Foundation-Soil Interaction
- CLC:
- TU352.1
- DOI:
- -
- Abstract:
- Exemplified by an engineering building of Guangzhou,China,the seismic response of slab-column structure-raft foundation-soil interaction system was analysed using 3-D finite element method.Through comparing the interaction results with non-interaction results of the system,the varying rules of dynamic response was studied,and the influences of some factors on the systems dynamic characteristic and seismic responses,such as the damping ratio,soil property,the rigidity and type of foundation,the buried depth of foundation,the rigidity of structure and the seismic wave were discussed.
- References:
- -
- Similar References:
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Last Update:
2008-02-23