Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition
In India’s seismically active region, the necessity for earthquake-resistant structures is highlighted by seismic waves that alter the motion of the earth. Response spectrum analysis combines modal responses via techniques including CQC, and ABS, taking into account a variety of response modes. This...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2024-01-01
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| Series: | E3S Web of Conferences |
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| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/37/e3sconf_icftest2024_01030.pdf |
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| author | Raman Ravi Shankar Anjimoon Shaik R J Anandhi Sheikh Ayaz Parmar Ashish Sharma Niti Adnan Myasar Mundher |
| author_facet | Raman Ravi Shankar Anjimoon Shaik R J Anandhi Sheikh Ayaz Parmar Ashish Sharma Niti Adnan Myasar Mundher |
| author_sort | Raman Ravi Shankar |
| collection | DOAJ |
| description | In India’s seismically active region, the necessity for earthquake-resistant structures is highlighted by seismic waves that alter the motion of the earth. Response spectrum analysis combines modal responses via techniques including CQC, and ABS, taking into account a variety of response modes. This study compares earthquake loads using various soil types in Zone III and evaluates building performance during seismic events. The primary goal of the entire project is to analyse the seismic response of multistory buildings. Staad Pro Software does load calculations in order to analyse the entire structure. The outcomes turned out to be incredibly exact and precise. A G+7 and G+10 storey building was examined for every potential load combination (seismic, live, and dead loads) during my analysis and design process. The highly interactive and user-friendly user interface of Staad. Pro allows. Numerous factors that may impact earthquake ground movements and associated reaction spectra are included in analytical approaches for site response analysis. To ensure that assessments of earthquake ground motons at the site are reliable, it is crucial to look into how these parameters affect site reaction analysis. The parametric study presented in this work looks into how site factors affect ground motion during earthquakes. We calculated the response reduction of the common moment-resisting body case and the unique moment-resisting frame values Tall Construction’s seismic reaction using the Staad Pro programme. |
| first_indexed | 2024-04-24T13:06:33Z |
| format | Article |
| id | doaj.art-a9f66f4b425d45569701a779957c57ce |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-04-24T13:06:33Z |
| publishDate | 2024-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-a9f66f4b425d45569701a779957c57ce2024-04-05T07:29:48ZengEDP SciencesE3S Web of Conferences2267-12422024-01-015070103010.1051/e3sconf/202450701030e3sconf_icftest2024_01030Parametric Study of Three Dimension RCC Frame Structure for During Earthquake ConditionRaman Ravi Shankar0Anjimoon Shaik1R J Anandhi2Sheikh Ayaz3Parmar Ashish4Sharma Niti5Adnan Myasar Mundher6Department of Mechanical Engineering, ABES Engineering CollegeInstitute of Aeronautical EngineeringDepartment of Information Science Engineering, New Horizon College of EngineeringDepartment of Computer Science of Engineering, Nagpur Institute of TechnologyLloyd Institute of Engineering & Technology, Knowledge Park IILloyd Institute of Management and TechnologyThe Islamic universityIn India’s seismically active region, the necessity for earthquake-resistant structures is highlighted by seismic waves that alter the motion of the earth. Response spectrum analysis combines modal responses via techniques including CQC, and ABS, taking into account a variety of response modes. This study compares earthquake loads using various soil types in Zone III and evaluates building performance during seismic events. The primary goal of the entire project is to analyse the seismic response of multistory buildings. Staad Pro Software does load calculations in order to analyse the entire structure. The outcomes turned out to be incredibly exact and precise. A G+7 and G+10 storey building was examined for every potential load combination (seismic, live, and dead loads) during my analysis and design process. The highly interactive and user-friendly user interface of Staad. Pro allows. Numerous factors that may impact earthquake ground movements and associated reaction spectra are included in analytical approaches for site response analysis. To ensure that assessments of earthquake ground motons at the site are reliable, it is crucial to look into how these parameters affect site reaction analysis. The parametric study presented in this work looks into how site factors affect ground motion during earthquakes. We calculated the response reduction of the common moment-resisting body case and the unique moment-resisting frame values Tall Construction’s seismic reaction using the Staad Pro programme.https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/37/e3sconf_icftest2024_01030.pdfearthquake engineeringresponses spectrumparametric studybase sheartall building |
| spellingShingle | Raman Ravi Shankar Anjimoon Shaik R J Anandhi Sheikh Ayaz Parmar Ashish Sharma Niti Adnan Myasar Mundher Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition E3S Web of Conferences earthquake engineering responses spectrum parametric study base shear tall building |
| title | Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition |
| title_full | Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition |
| title_fullStr | Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition |
| title_full_unstemmed | Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition |
| title_short | Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition |
| title_sort | parametric study of three dimension rcc frame structure for during earthquake condition |
| topic | earthquake engineering responses spectrum parametric study base shear tall building |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/37/e3sconf_icftest2024_01030.pdf |
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