Effect of wind load on irregular shape tall buildings having different corner configuration
Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Meena, Rahul Kumar [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© Indian Academy of Sciences 2022 |
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| Übergeordnetes Werk: |
Enthalten in: Sādhāna - Bangalore : Acad., 1978, 47(2022), 3 vom: 28. Juni |
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| Übergeordnetes Werk: |
volume:47 ; year:2022 ; number:3 ; day:28 ; month:06 |
| Links: |
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| DOI / URN: |
10.1007/s12046-022-01895-2 |
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| Katalog-ID: |
SPR047438207 |
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| 100 | 1 | |a Meena, Rahul Kumar |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Effect of wind load on irregular shape tall buildings having different corner configuration |
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| 520 | |a Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. | ||
| 650 | 4 | |a Tall buildings |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Irregular shapes |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a horizontal pressure distribution |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Base shear and base moment |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a CFD |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Corner configuration |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Raj, Ritu |0 (orcid)0000-0002-9727-5048 |4 aut | |
| 700 | 1 | |a Anbukumar, S |4 aut | |
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10.1007/s12046-022-01895-2 doi (DE-627)SPR047438207 (SPR)s12046-022-01895-2-e DE-627 ger DE-627 rakwb eng Meena, Rahul Kumar verfasserin aut Effect of wind load on irregular shape tall buildings having different corner configuration 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian Academy of Sciences 2022 Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 Raj, Ritu (orcid)0000-0002-9727-5048 aut Anbukumar, S aut Enthalten in Sādhāna Bangalore : Acad., 1978 47(2022), 3 vom: 28. Juni (DE-627)359574963 (DE-600)2097680-X 0973-7677 nnns volume:47 year:2022 number:3 day:28 month:06 https://dx.doi.org/10.1007/s12046-022-01895-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 AR 47 2022 3 28 06 |
| spelling |
10.1007/s12046-022-01895-2 doi (DE-627)SPR047438207 (SPR)s12046-022-01895-2-e DE-627 ger DE-627 rakwb eng Meena, Rahul Kumar verfasserin aut Effect of wind load on irregular shape tall buildings having different corner configuration 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian Academy of Sciences 2022 Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 Raj, Ritu (orcid)0000-0002-9727-5048 aut Anbukumar, S aut Enthalten in Sādhāna Bangalore : Acad., 1978 47(2022), 3 vom: 28. Juni (DE-627)359574963 (DE-600)2097680-X 0973-7677 nnns volume:47 year:2022 number:3 day:28 month:06 https://dx.doi.org/10.1007/s12046-022-01895-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 AR 47 2022 3 28 06 |
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10.1007/s12046-022-01895-2 doi (DE-627)SPR047438207 (SPR)s12046-022-01895-2-e DE-627 ger DE-627 rakwb eng Meena, Rahul Kumar verfasserin aut Effect of wind load on irregular shape tall buildings having different corner configuration 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian Academy of Sciences 2022 Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 Raj, Ritu (orcid)0000-0002-9727-5048 aut Anbukumar, S aut Enthalten in Sādhāna Bangalore : Acad., 1978 47(2022), 3 vom: 28. Juni (DE-627)359574963 (DE-600)2097680-X 0973-7677 nnns volume:47 year:2022 number:3 day:28 month:06 https://dx.doi.org/10.1007/s12046-022-01895-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 AR 47 2022 3 28 06 |
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10.1007/s12046-022-01895-2 doi (DE-627)SPR047438207 (SPR)s12046-022-01895-2-e DE-627 ger DE-627 rakwb eng Meena, Rahul Kumar verfasserin aut Effect of wind load on irregular shape tall buildings having different corner configuration 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian Academy of Sciences 2022 Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 Raj, Ritu (orcid)0000-0002-9727-5048 aut Anbukumar, S aut Enthalten in Sādhāna Bangalore : Acad., 1978 47(2022), 3 vom: 28. Juni (DE-627)359574963 (DE-600)2097680-X 0973-7677 nnns volume:47 year:2022 number:3 day:28 month:06 https://dx.doi.org/10.1007/s12046-022-01895-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 AR 47 2022 3 28 06 |
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10.1007/s12046-022-01895-2 doi (DE-627)SPR047438207 (SPR)s12046-022-01895-2-e DE-627 ger DE-627 rakwb eng Meena, Rahul Kumar verfasserin aut Effect of wind load on irregular shape tall buildings having different corner configuration 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian Academy of Sciences 2022 Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 Raj, Ritu (orcid)0000-0002-9727-5048 aut Anbukumar, S aut Enthalten in Sādhāna Bangalore : Acad., 1978 47(2022), 3 vom: 28. Juni (DE-627)359574963 (DE-600)2097680-X 0973-7677 nnns volume:47 year:2022 number:3 day:28 month:06 https://dx.doi.org/10.1007/s12046-022-01895-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 AR 47 2022 3 28 06 |
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Meena, Rahul Kumar @@aut@@ Raj, Ritu @@aut@@ Anbukumar, S @@aut@@ |
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Meena, Rahul Kumar |
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Meena, Rahul Kumar misc Tall buildings misc Irregular shapes misc horizontal pressure distribution misc Base shear and base moment misc CFD misc Corner configuration Effect of wind load on irregular shape tall buildings having different corner configuration |
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Effect of wind load on irregular shape tall buildings having different corner configuration Tall buildings (dpeaa)DE-He213 Irregular shapes (dpeaa)DE-He213 horizontal pressure distribution (dpeaa)DE-He213 Base shear and base moment (dpeaa)DE-He213 CFD (dpeaa)DE-He213 Corner configuration (dpeaa)DE-He213 |
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Effect of wind load on irregular shape tall buildings having different corner configuration |
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Effect of wind load on irregular shape tall buildings having different corner configuration |
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effect of wind load on irregular shape tall buildings having different corner configuration |
| title_auth |
Effect of wind load on irregular shape tall buildings having different corner configuration |
| abstract |
Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. © Indian Academy of Sciences 2022 |
| abstractGer |
Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. © Indian Academy of Sciences 2022 |
| abstract_unstemmed |
Abstract Tall buildings are mainly designed to resist wind loads because wind-induced vibration is more critical for occupant’s comfort level on top of the building. Therefore, evaluation of wind-generated pressure is must for such type of tall buildings. Investigation of response due to wind loads on tall buildings is possible by employing numerical modelling such as computational fluid dynamic tools. Regular plan shape structure can be designed for wind load using various international standards and available literatures. In this research comparison is made between four models in which model-A and B is having the regular shape while model-C and D are of irregular shape. These study is useful for the designer to evaluate the response of structures under strong wind conditions. The grid sensitivity and validation study are performed for rectangular shape tall buildings. Validation of the study shows that numerical simulation results are more or less identical with experimental results. In present research work selected building models have equal cross-sectional area and height. Numerical study performed by employing the k-ɛ turbulence model and the results are compared with the experimental findings. Out of all the four models, the Y-shape model with round in corners has a minimum base moment and the least coefficient of drag. © Indian Academy of Sciences 2022 |
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Effect of wind load on irregular shape tall buildings having different corner configuration |
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https://dx.doi.org/10.1007/s12046-022-01895-2 |
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Raj, Ritu Anbukumar, S |
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| doi_str |
10.1007/s12046-022-01895-2 |
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2024-07-04T03:07:31.704Z |
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| score |
7.3993683 |