Soil–Structure Interaction Effect on the Resistance of a Steel Frame against Progressive Collapse Using Linear Static and Nonlinear Dynamic Procedures
Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 1
Abstract
In recent years, increases in terrorist attacks or other unexpected explosions have shown that their effects can cause critical damages to buildings and cause partial or total collapse of buildings. This chain collapse mechanism is named a progressive collapse. Subsoil effects on a building are often ignored in studies on progressive collapse. In this study, the effect of soil–structure interaction on the risk of progressive collapse of a steel frame is investigated by using the modified Vlasov model, which has not been used in the studies on progressive collapse before. For this purpose, a steel building model was investigated. A linear static procedure (LSP) and nonlinear dynamic procedure (NDP) with alternative path method were used for the analysis of the frame. SAP2000 software was used to model subsoil effect on the frame via an interface coded in MATLAB interactively. The results from the analyses showed that the soil–structure interaction effect can significantly affect the progressive collapse resistance of the building.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
This study was supported by the Scientific and Technological Research Council of Turkey (TUBITAK) ARDEB 3001 Grant No. 118M998.
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Information & Authors
Information
Published In
Journal of Performance of Constructed Facilities
Volume 37 • Issue 1 • February 2023
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Apr 9, 2022
Accepted: Sep 9, 2022
Published online: Nov 12, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 12, 2023
ASCE Technical Topics:
- Design (by type)
- Engineering fundamentals
- Failure modes
- Forensic engineering
- Frames
- Geomechanics
- Geotechnical engineering
- Load and resistance factor design
- Load factors
- Material failures
- Materials characterization
- Materials engineering
- Nonlinear response
- Progressive collapse
- Soil dynamics
- Soil mechanics
- Soil-structure interaction
- Steel frames
- Steel structures
- Structural behavior
- Structural design
- Structural engineering
- Structural failures
- Structural members
- Structural systems
- Structures (by type)
Authors
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Cited by
- Korhan Ozgan, Saffet Kılıçer, Ayşe T. Daloglu, Evaluation of progressive collapse potential of a RC school building considering soil–structure interaction, Asian Journal of Civil Engineering, 10.1007/s42107-022-00562-5, (2023).