Seismo-VLAB: An Open-Source Software for Soil–Structure Interaction Analyses

Author:

Kusanovic Danilo S.1ORCID,Seylabi Elnaz E.2ORCID,Ayoubi Peyman3ORCID,Nguyen Kien T.4ORCID,Garcia-Suarez Joaquin5ORCID,Kottke Albert R.6ORCID,Asimaki Domniki3ORCID

Affiliation:

1. Departamento de Obras Civiles, Universidad Técnica Federico Santa María, Valparaíso 2340000, Chile

2. Department of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557, USA

3. Department of Mechanical and Civil Engineering, California Institute of Technology, Pasadena, CA 91125, USA

4. Faculty of Civil Engineering, Ho Chi Minh City University of Technology, Ho Chi Minh City 70000, Vietnam

5. Institute of Civil Engineering, Institute of Materials École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland

6. Pacific Gas & Electric, San Francisco, CA 94612, USA

Abstract

In the fields of structural and geotechnical engineering, improving the understanding of soil–structure interaction (SSI) effects is critical for earthquake-resistant design. Engineers and practitioners often resort to finite element (FE) software to advance this objective. Unfortunately, the availability of software equipped with boundary representation for absorbing scattered waves and ensuring consistent input ground motion prescriptions, which is necessary for accurately representing SSI effects, is currently limited. To address such limitations, the authors developed Seismo-VLAB (SVL v1.0-stable) an open-source software designed to perform SSI simulations. The methodology considers the integration of advanced techniques, including the domain decomposition method (DDM), perfectly matched layers (PMLs), and domain reduction method (DRM), in addition to parallel computing capabilities to accelerate the solution of large-scale problems. In this work, the authors provide a detailed description of the implementation for addressing SSI modeling, validate some of the SVL’s features needed for such purpose, and demonstrate that the coupled DRM–PML technique is a necessary condition for accurately solving SSI problems. It is expected that SVL provides a significant contribution to the SSI research community, offering a self-contained and versatile alternative. The software’s practical application in analyzing SSI and directionality effects on 3D structures under seismic loading demonstrates its capability to model real-world earthquake responses in structural engineering.

Funder

Pacific Gas and Electric Company

Publisher

MDPI AG

Subject

General Mathematics,Engineering (miscellaneous),Computer Science (miscellaneous)

Reference102 articles.

1. Strang, G., and Fix, G.J. (1973). An Analysis of the Finite Element Method, Prentice-Hall.

2. Quarteroni, A., Sacco, R., and Saleri, F. (2006). Numerical Mathematics (Texts in Applied Mathematics), Springer.

3. Bathe, K. (2006). Finite Element Procedures, Prentice Hall.

4. Hughes, T. (2012). The Finite Element Method: Linear Static and Dynamic Finite Element Analysis, Dover Publications. Dover Civil and Mechanical Engineering.

5. OpenSees: A Framework for Earthquake Engineering Simulation;McKenna;Comput. Sci. Eng.,2011

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