Evaluation of the Seismic Response of a Porticoed Building Considering Soil-Structure Interaction
DOI:
https://doi.org/10.1590/SciELOPreprints.8016Keywords:
Soil-structure interaction, seismic response, portal frame buildingAbstract
This research evaluates the seismic response of a portal frame building considering the effects of soil-structure interaction using the model of the Russian standard SNIP 2.02.05-87 and measuring the influence with respect to the rigid base model; for this purpose, a 5-story building with a structural system of mainly reinforced concrete portal frames with a combined footing foundation on S2 soil was considered as a sample. The methodology used in this study was applied, non-experimental and descriptive.
Among the main results found, it is highlighted the increase of 11.56% of the floor distortions in the X direction, an increase of up to 22.88% in the Y direction; regarding the behavior of the foundation, a considerable decrease of up to 92.65% of the settlements was obtained in footing Z-6, regarding the pressure stresses of the foundation, there was an increase of up to 71.73% in footing Z-6 and a decrease of up to 20.08% in footing Z-2. These results indicate a significant influence when evaluating the soil-structure interaction model of the Russian standard SNIP 2.02.05-87 with respect to the embedded foundation model.
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Copyright (c) 2024 Noelia Edith Falcon Nina
This work is licensed under a Creative Commons Attribution 4.0 International License.
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The research data is contained in the manuscript
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The research data is available on demand, condition justified in the manuscript
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The research data cannot be made publicly available
- El artículo científico es parte de una investigación e tesis de la universidad Cesar Vallejo, el artículo científico no puede ser publicado ni puesto a disposicion del publico hasta que se publique la la investigación original.
