Stochastic response of rigid foundations

✍ Scribed by Artur Luna Pais; Eduardo Kausel

• Publisher: John Wiley and Sons
• Year: 1990
• Tongue: English
• Weight: 660 KB
• Volume: 19
• Category: Article
• ISSN: 0098-8847
• DOI: 10.1002/eqe.4290190411

✦ Synopsis

Abstract

While the study of kinematic interaction (i.e. the dynamic response of massless foundations to seismic loads) calls, in general, for advanced analytical and numerical techniques, an excellent approximation was proposed recently by Iguchi.^1,2^ This approximation was used by the authors to analyse embedded foundations subjected to spatially random SH‐wave fields, i.e. motions that exhibit some degree of incoherence. The wave fields considered ranged from perfectly coherent motions (resulting from seismic waves arriving from a single direction) to chaotic motions, resulting from waves arriving simultaneously from all directions. Additional parameters considered were the shape of the foundation (cylindrical or rectangular) and the degree of embedment. It was found that kinematic interaction usually reduces the severity of the motions transmitted to the structure, and that incoherent motions do not exhibit the frequency selectivity (i.e. narrow valleys in the foundation response spectra) that coherent motions do.