Seismic response of inelastic structures on compliant foundations
The analysis of SSI problems using the substructure approach is attractive because the number of DOF that must be added to the fixed-base model to consider the compliant effects at the foundation is minimized. The substructure approach works with a standard FE model of the structure and with a descr...
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| Online Access: | http://hdl.handle.net/2047/D20225617 |