Influence of soil structure interaction on the 4th story building
Design structure generally is carried out using fixed-based restraints, which assume soil is infinitely rigid. The soil has a certain rigidity and can deform a structure commonly called soil structure interaction (SSI). However, practitioners rarely consider interaction between soil and structural s...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2025-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_13003.pdf |
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| _version_ | 1832098500842618880 |
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| author | Kurniawandy Alex Dayu Tiara Cindy Aryanti Riza Aminsyah Muhammad |
| author_facet | Kurniawandy Alex Dayu Tiara Cindy Aryanti Riza Aminsyah Muhammad |
| author_sort | Kurniawandy Alex |
| collection | DOAJ |
| description | Design structure generally is carried out using fixed-based restraints, which assume soil is infinitely rigid. The soil has a certain rigidity and can deform a structure commonly called soil structure interaction (SSI). However, practitioners rarely consider interaction between soil and structural systems because of their high complexity and long computing time. The SSI reviews need to be carried out to obtain a more accurate analysis according to original conditions in the soil. The study aims to identify structural behavior with consideration of SSI in a case study of the 4th-story building in Pekanbaru. Structural analysis is done linearly using response spectrum analysis and nonlinear pushover analysis. Modeling was made into two types: model 1 using fixed base and model 2 using spring located on the points along the pile foundation as a representation of SSI. The analysis results show the natural period increases by 20% in the X direction and 18% in Y. The base shear decreases by 18% in the X direction and 16% in Y. The maximum displacement increases by 29% in the X direction and 24% in Y. Nonlinear pushover analysis results in an increase in the performance point value of structure with SSI modeling. |
| format | Article |
| id | doaj-art-44c72f2ea1c146049f2fd4c13ec92246 |
| institution | Kabale University |
| issn | 2267-1242 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj-art-44c72f2ea1c146049f2fd4c13ec922462025-02-05T10:47:53ZengEDP SciencesE3S Web of Conferences2267-12422025-01-016041300310.1051/e3sconf/202560413003e3sconf_icdm2024_13003Influence of soil structure interaction on the 4th story buildingKurniawandy Alex0Dayu Tiara Cindy1Aryanti Riza2Aminsyah Muhammad3Civil Engineering Department, Faculty of Engineering, Riau UniversityCivil Engineering Department, Faculty of Engineering, Riau UniversityCivil Engineering Department, Faculty of Engineering, Universitas Andalas, PadangCivil Engineering Department, Faculty of Engineering, Universitas Andalas, PadangDesign structure generally is carried out using fixed-based restraints, which assume soil is infinitely rigid. The soil has a certain rigidity and can deform a structure commonly called soil structure interaction (SSI). However, practitioners rarely consider interaction between soil and structural systems because of their high complexity and long computing time. The SSI reviews need to be carried out to obtain a more accurate analysis according to original conditions in the soil. The study aims to identify structural behavior with consideration of SSI in a case study of the 4th-story building in Pekanbaru. Structural analysis is done linearly using response spectrum analysis and nonlinear pushover analysis. Modeling was made into two types: model 1 using fixed base and model 2 using spring located on the points along the pile foundation as a representation of SSI. The analysis results show the natural period increases by 20% in the X direction and 18% in Y. The base shear decreases by 18% in the X direction and 16% in Y. The maximum displacement increases by 29% in the X direction and 24% in Y. Nonlinear pushover analysis results in an increase in the performance point value of structure with SSI modeling.https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_13003.pdf |
| spellingShingle | Kurniawandy Alex Dayu Tiara Cindy Aryanti Riza Aminsyah Muhammad Influence of soil structure interaction on the 4th story building E3S Web of Conferences |
| title | Influence of soil structure interaction on the 4th story building |
| title_full | Influence of soil structure interaction on the 4th story building |
| title_fullStr | Influence of soil structure interaction on the 4th story building |
| title_full_unstemmed | Influence of soil structure interaction on the 4th story building |
| title_short | Influence of soil structure interaction on the 4th story building |
| title_sort | influence of soil structure interaction on the 4th story building |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_13003.pdf |
| work_keys_str_mv | AT kurniawandyalex influenceofsoilstructureinteractiononthe4thstorybuilding AT dayutiaracindy influenceofsoilstructureinteractiononthe4thstorybuilding AT aryantiriza influenceofsoilstructureinteractiononthe4thstorybuilding AT aminsyahmuhammad influenceofsoilstructureinteractiononthe4thstorybuilding |