KINEMATIC SOIL-STRUCTURE INTERACTION FROM STRONG MOTION RECORDINGS

Strong earthquake motion recordings from 29 sites with instrumented structures and free-field accelerographs are used to evaluate variations between foundation-level and free-field ground motions. The paper focuses on structures with surface and shallowly embedded foundations. The foundation/free-field ground motion variations are quantified in terms of frequency-dependent transmissibility function amplitude |H|. Procedures are developed to fit to |H| analytical models for base slab averaging for the assumed conditions of a rigid base slab and a vertically propagating, incoherent incident wave field characterized by ground motion incoherence parameter K. The limiting assumptions of the model are not strictly satisfied for actual structures, and the results of the identification are apparent K values (denoted K sub-a) that reflect not only incoherence effects, but also possible foundation flexibility and wave inclination effects. Nonetheless, a good correlation is found between K sub-a values and soil shear wave velocity for sites with stiff foundation systems. Based on these results, recommendations are made for modifying free-field ground motions to estimate base slab motions for use in response analyses of structures.

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  • English

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  • Accession Number: 00941026
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Apr 8 2003 12:00AM