Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links

Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be dif...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Kamel, Kamel T. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Pounding mitigation Nearby buildings Link beams Time history Separation distance

Anmerkung:	© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Übergeordnetes Werk:	Enthalten in: Asian journal of civil engineering - Cham : Springer International Publishing, 2017, 24(2023), 6 vom: 16. Feb., Seite 1769-1781
Übergeordnetes Werk:	volume:24 ; year:2023 ; number:6 ; day:16 ; month:02 ; pages:1769-1781

Links:	Volltext

DOI / URN:	10.1007/s42107-023-00602-8

Katalog-ID:	SPR05180557X

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520			\|a Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied.
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allfields	10.1007/s42107-023-00602-8 doi (DE-627)SPR05180557X (SPR)s42107-023-00602-8-e DE-627 ger DE-627 rakwb eng Kamel, Kamel T. verfasserin aut Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213 Enthalten in Asian journal of civil engineering Cham : Springer International Publishing, 2017 24(2023), 6 vom: 16. Feb., Seite 1769-1781 (DE-627)101384565X (DE-600)2919928-1 2522-011X nnns volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781 https://dx.doi.org/10.1007/s42107-023-00602-8 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 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_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_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_4393 GBV_ILN_4700 AR 24 2023 6 16 02 1769-1781
spelling	10.1007/s42107-023-00602-8 doi (DE-627)SPR05180557X (SPR)s42107-023-00602-8-e DE-627 ger DE-627 rakwb eng Kamel, Kamel T. verfasserin aut Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213 Enthalten in Asian journal of civil engineering Cham : Springer International Publishing, 2017 24(2023), 6 vom: 16. Feb., Seite 1769-1781 (DE-627)101384565X (DE-600)2919928-1 2522-011X nnns volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781 https://dx.doi.org/10.1007/s42107-023-00602-8 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 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_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_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_4393 GBV_ILN_4700 AR 24 2023 6 16 02 1769-1781
allfields_unstemmed	10.1007/s42107-023-00602-8 doi (DE-627)SPR05180557X (SPR)s42107-023-00602-8-e DE-627 ger DE-627 rakwb eng Kamel, Kamel T. verfasserin aut Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213 Enthalten in Asian journal of civil engineering Cham : Springer International Publishing, 2017 24(2023), 6 vom: 16. Feb., Seite 1769-1781 (DE-627)101384565X (DE-600)2919928-1 2522-011X nnns volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781 https://dx.doi.org/10.1007/s42107-023-00602-8 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 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_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_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_4393 GBV_ILN_4700 AR 24 2023 6 16 02 1769-1781
allfieldsGer	10.1007/s42107-023-00602-8 doi (DE-627)SPR05180557X (SPR)s42107-023-00602-8-e DE-627 ger DE-627 rakwb eng Kamel, Kamel T. verfasserin aut Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213 Enthalten in Asian journal of civil engineering Cham : Springer International Publishing, 2017 24(2023), 6 vom: 16. Feb., Seite 1769-1781 (DE-627)101384565X (DE-600)2919928-1 2522-011X nnns volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781 https://dx.doi.org/10.1007/s42107-023-00602-8 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 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_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_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_4393 GBV_ILN_4700 AR 24 2023 6 16 02 1769-1781
allfieldsSound	10.1007/s42107-023-00602-8 doi (DE-627)SPR05180557X (SPR)s42107-023-00602-8-e DE-627 ger DE-627 rakwb eng Kamel, Kamel T. verfasserin aut Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213 Enthalten in Asian journal of civil engineering Cham : Springer International Publishing, 2017 24(2023), 6 vom: 16. Feb., Seite 1769-1781 (DE-627)101384565X (DE-600)2919928-1 2522-011X nnns volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781 https://dx.doi.org/10.1007/s42107-023-00602-8 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 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_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_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_4393 GBV_ILN_4700 AR 24 2023 6 16 02 1769-1781
language	English
source	Enthalten in Asian journal of civil engineering 24(2023), 6 vom: 16. Feb., Seite 1769-1781 volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781
sourceStr	Enthalten in Asian journal of civil engineering 24(2023), 6 vom: 16. Feb., Seite 1769-1781 volume:24 year:2023 number:6 day:16 month:02 pages:1769-1781
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topic_facet	Pounding mitigation Nearby buildings Link beams Time history Separation distance
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authorswithroles_txt_mv	Kamel, Kamel T. @@aut@@
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author	Kamel, Kamel T.
spellingShingle	Kamel, Kamel T. misc Pounding mitigation misc Nearby buildings misc Link beams misc Time history misc Separation distance Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
authorStr	Kamel, Kamel T.
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topic_title	Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links Pounding mitigation (dpeaa)DE-He213 Nearby buildings (dpeaa)DE-He213 Link beams (dpeaa)DE-He213 Time history (dpeaa)DE-He213 Separation distance (dpeaa)DE-He213
topic	misc Pounding mitigation misc Nearby buildings misc Link beams misc Time history misc Separation distance
topic_unstemmed	misc Pounding mitigation misc Nearby buildings misc Link beams misc Time history misc Separation distance
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title	Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
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title_full	Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
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journal	Asian journal of civil engineering
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doi_str_mv	10.1007/s42107-023-00602-8
title_sort	mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
title_auth	Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
abstract	Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstractGer	Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstract_unstemmed	Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. While pounding eliminates when two buildings are connected on the last floor of the shorter building in all cases studied. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
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title_short	Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links
url	https://dx.doi.org/10.1007/s42107-023-00602-8
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up_date	2024-07-03T23:52:12.370Z
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fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR05180557X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230606064727.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230606s2023 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s42107-023-00602-8</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR05180557X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s42107-023-00602-8-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kamel, Kamel T.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A seismic pounding occurs if there is not enough distance between nearby buildings to allow their relative movements during earthquakes. The most simple and effective method to reduce pounding and prevent damage from pounding is to establish a suitable separation distance, but it can be difficult to achieve because of the expensive land cost. The solution to eliminating the pounding between buildings is to use stiffeners to reduce the impact of pounding by reducing lateral displacements like R.C. walls and bracings or enhancing the behavior of the structure by utilizing seismic energy dissipation techniques. Previous techniques have some difficulties when applied especially in existing buildings, therefore, this research aims to study the use of a new technique that proposes to link the two adjacent buildings by link beams and to investigate the best location of these links. Three cases were selected to study pounding mitigation techniques between two nearby buildings. For each case, three main locations were selected to link the two nearby buildings on the first, middle, and last floors of the short building. The results of the study indicate that pounding force decreases when two buildings are connected on the first and middle floors in all cases studied. The percentage of decrease in pounding force ranges between 40–50 and 70–80%, respectively. 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Mitigating the seismic pounding between adjacent buildings by the use of link beams between them and investigating the best location of these links

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