Mechanical‐probabilistic formulation of the soil–structure interaction, accounting for the average shear wave velocity

Author:

Attal Riadh1ORCID,Grange Stéphane2ORCID,Baroth Julien3ORCID,Dahmani Abdelnasser4ORCID

Affiliation:

1. Laboratoire de Génie de Construction et Architecture (LCGA), Faculté de Technologie Université de Bejaia Bejaia 06000 Algeria

2. Univ.Lyon, INSA‐Lyon, GEOMAS Villeurbanne F‐69621 France

3. Univ. Grenoble‐Alpes, CNRS, Grenoble INP, 3SR, Grenoble F‐38000 France

4. Department of Mathematics, Laboratory of Applied Mathematics Centre Universitaire de Tamanrasset Tamanrasset 11000 Algeria

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference34 articles.

1. RPA99 Rev.2003Algerian Seismic Regulation Ministry of Housing and Urban‐Planning 2004.

2. NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P‐750) 2009.

3. Seismic Site Response Analysis for Ottawa, Canada: A Comprehensive Study Using Measurements and Numerical Simulations

4. Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification?

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