| _version_ | 1866901736857272320 |
|---|---|
| author | Rahman, Mohammad Sabbir ISTIAK, SHEIKH ARIF Haque, Nazmul Kabir, Md. Shahlan |
| author_facet | Rahman, Mohammad Sabbir ISTIAK, SHEIKH ARIF Haque, Nazmul Kabir, Md. Shahlan |
| contents | <p>This dataset contains the input data and results from a numerical study investigating the impact of seismic vibration incident angle on the response of irregular reinforced concrete structures, considering soil-structure interaction (SSI). The study examined two different 10-story irregular building configurations (L-shaped and C-shaped) designed according to BNBC-2020 guidelines. The data includes:</p> <ul> <li><strong>Soil parameters:</strong> Site-specific soil properties used in the SSI model.</li> <li><strong>Seismic input:</strong> Data related to the seismic loading, including the BNBC-2020 spectrum and the El Centro earthquake time history.</li> <li><strong>Analysis results:</strong> Displacement data for each structure at 10-degree increments of incident wave angle, considering SSI conditions.</li> </ul> <p>The research used the finite element method within SAP2000, employing the Newmark-beta method for time-history analysis. </p> |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_14755347 |
| institution | Zenodo |
| language | |
| publishDate | 2025 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | Seismic assessment on different irregular structure considering incident angles and soil structure interactions Rahman, Mohammad Sabbir ISTIAK, SHEIKH ARIF Haque, Nazmul Kabir, Md. Shahlan <p>This dataset contains the input data and results from a numerical study investigating the impact of seismic vibration incident angle on the response of irregular reinforced concrete structures, considering soil-structure interaction (SSI). The study examined two different 10-story irregular building configurations (L-shaped and C-shaped) designed according to BNBC-2020 guidelines. The data includes:</p> <ul> <li><strong>Soil parameters:</strong> Site-specific soil properties used in the SSI model.</li> <li><strong>Seismic input:</strong> Data related to the seismic loading, including the BNBC-2020 spectrum and the El Centro earthquake time history.</li> <li><strong>Analysis results:</strong> Displacement data for each structure at 10-degree increments of incident wave angle, considering SSI conditions.</li> </ul> <p>The research used the finite element method within SAP2000, employing the Newmark-beta method for time-history analysis. </p> |
| title | Seismic assessment on different irregular structure considering incident angles and soil structure interactions |
| url | https://doi.org/10.5281/zenodo.14755347 |