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A dynamic load calculation for multi-anchored flexible walls

Authors: Garini, A.D.
Source: Performance-Based Design in Earthquake Geotechnical Engineering
Pages: 6
Date: 2009-06-02
Location: Tokyo, Japan

As known the dynamic load behavior of a generic beam is more severe than the static one. An analytical calculation for multi-anchored flexible walls in multi-layered soils according to the Blum Method, was recently developed. Now a dynamic calculation, according to the classical transverse vibrations partial differential equation for the same general case is here presented. These analytical evaluations meet the need of PBSD for a more reliable and conservative design procedure.



This paper was added to our catalog on Wednesday 04 November, 2009.

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