A Coupled Finite-Boundary Element Method for Efficient Dynamic Structure-Soil-Structure Interaction Modeling

Author:

Azhir Parham1,Asgari Marnani Jafar1,Panji Mehdi2ORCID,Rohanimanesh Mohammad Sadegh1

Affiliation:

1. Department of Civil Engineering, Faculty of Civil and Earth Resources Engineering, Central Tehran Branch, Islamic Azad University, Tehran 1955847781, Iran

2. Department of Civil Engineering, Zanjan Branch, Islamic Azad University, Zanjan 5814545156, Iran

Abstract

This paper introduces an innovative approach to numerically model Structure–Soil-Structure Interaction (SSSI) by integrating the Boundary Element Method (BEM) and the Finite Element Method (FEM) in a coupled manner. To assess the accuracy of the proposed method, a comparative study is undertaken, comparing its outcomes with those generated by the conventional FEM technique. Alongside accuracy, the computational efficiency aspect is crucial for the analysis of large-scale SSSI problems. Hence, the computational performance of the coupled BEM–FEM method undergoes a thorough examination and is compared with that of the standalone FEM method. The results from these comparisons illustrate the superior capabilities of the proposed method in comparison to the FEM method. The novel approach provides more reliable results compared to traditional FEM methods, serving as a valuable tool for engineers and researchers involved in structural analysis and design.

Publisher

MDPI AG

Reference42 articles.

1. Experimental evaluation of the influence of the level of the ground water table on the bearing capacity of circular footings;Ajdari;Iran. J. Sci. Technol. Trans. Civ. Eng.,2015

2. A practical procedure to estimate the bearing capacity of footings on sand–application to 87 case studies;Veiskarami;Iran. J. Sci. Technol. Trans. Civ. Eng.,2015

3. Experimental evaluation of seismic site response over and nearby underground cavities (study of subway tunnel in city of Karaj, Iran);Kazemeini;Iran. J. Sci. Technol. Trans. Civ. Eng.,2015

4. Stewart, J., Crouse, C., Hutchinson, T.C., Lizundia, B., Naeim, F., and Ostadan, F. (2012). Soil-Structure Interaction for Building Structures, Grant/Contract Reports (NISTGCR), National Institute of Standards and Technology.

5. Ali, T., Eldin, M.N., and Haider, W. (2023). The Effect of Soil-Structure Interaction on the Seismic Response of Structures Using Machine Learning, Finite Element Modeling and ASCE 7-16 Methods. Sensors, 23.

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