Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings

Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Landge, Meenakshi V. [verfasserIn] Ingle, Ramakant K.

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Industrial buildings Seismic design Non-structural component Time-history analysis Floor response spectra Torsional irregularity

Anmerkung:	© Springer Nature Switzerland AG 2021

Übergeordnetes Werk:	Enthalten in: Innovative infrastructure solutions - Cham, Switzerland : Springer International Publishing, 2016, 7(2021), 1 vom: 12. Okt.
Übergeordnetes Werk:	volume:7 ; year:2021 ; number:1 ; day:12 ; month:10

Links:	Volltext

DOI / URN:	10.1007/s41062-021-00639-1

Katalog-ID:	SPR045282544

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allfields	10.1007/s41062-021-00639-1 doi (DE-627)SPR045282544 (SPR)s41062-021-00639-1-e DE-627 ger DE-627 rakwb eng Landge, Meenakshi V. verfasserin aut Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2021 Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213 Ingle, Ramakant K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 7(2021), 1 vom: 12. Okt. (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:7 year:2021 number:1 day:12 month:10 https://dx.doi.org/10.1007/s41062-021-00639-1 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 7 2021 1 12 10
spelling	10.1007/s41062-021-00639-1 doi (DE-627)SPR045282544 (SPR)s41062-021-00639-1-e DE-627 ger DE-627 rakwb eng Landge, Meenakshi V. verfasserin aut Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2021 Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213 Ingle, Ramakant K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 7(2021), 1 vom: 12. Okt. (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:7 year:2021 number:1 day:12 month:10 https://dx.doi.org/10.1007/s41062-021-00639-1 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 7 2021 1 12 10
allfields_unstemmed	10.1007/s41062-021-00639-1 doi (DE-627)SPR045282544 (SPR)s41062-021-00639-1-e DE-627 ger DE-627 rakwb eng Landge, Meenakshi V. verfasserin aut Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2021 Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213 Ingle, Ramakant K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 7(2021), 1 vom: 12. Okt. (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:7 year:2021 number:1 day:12 month:10 https://dx.doi.org/10.1007/s41062-021-00639-1 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 7 2021 1 12 10
allfieldsGer	10.1007/s41062-021-00639-1 doi (DE-627)SPR045282544 (SPR)s41062-021-00639-1-e DE-627 ger DE-627 rakwb eng Landge, Meenakshi V. verfasserin aut Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2021 Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213 Ingle, Ramakant K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 7(2021), 1 vom: 12. Okt. (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:7 year:2021 number:1 day:12 month:10 https://dx.doi.org/10.1007/s41062-021-00639-1 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 7 2021 1 12 10
allfieldsSound	10.1007/s41062-021-00639-1 doi (DE-627)SPR045282544 (SPR)s41062-021-00639-1-e DE-627 ger DE-627 rakwb eng Landge, Meenakshi V. verfasserin aut Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2021 Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213 Ingle, Ramakant K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 7(2021), 1 vom: 12. Okt. (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:7 year:2021 number:1 day:12 month:10 https://dx.doi.org/10.1007/s41062-021-00639-1 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 7 2021 1 12 10
language	English
source	Enthalten in Innovative infrastructure solutions 7(2021), 1 vom: 12. Okt. volume:7 year:2021 number:1 day:12 month:10
sourceStr	Enthalten in Innovative infrastructure solutions 7(2021), 1 vom: 12. Okt. volume:7 year:2021 number:1 day:12 month:10
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Industrial buildings Seismic design Non-structural component Time-history analysis Floor response spectra Torsional irregularity
isfreeaccess_bool	false
container_title	Innovative infrastructure solutions
authorswithroles_txt_mv	Landge, Meenakshi V. @@aut@@ Ingle, Ramakant K. @@aut@@
publishDateDaySort_date	2021-10-12T00:00:00Z
hierarchy_top_id	84438626X
id	SPR045282544
language_de	englisch
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author	Landge, Meenakshi V.
spellingShingle	Landge, Meenakshi V. misc Industrial buildings misc Seismic design misc Non-structural component misc Time-history analysis misc Floor response spectra misc Torsional irregularity Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
authorStr	Landge, Meenakshi V.
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topic_title	Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings Industrial buildings (dpeaa)DE-He213 Seismic design (dpeaa)DE-He213 Non-structural component (dpeaa)DE-He213 Time-history analysis (dpeaa)DE-He213 Floor response spectra (dpeaa)DE-He213 Torsional irregularity (dpeaa)DE-He213
topic	misc Industrial buildings misc Seismic design misc Non-structural component misc Time-history analysis misc Floor response spectra misc Torsional irregularity
topic_unstemmed	misc Industrial buildings misc Seismic design misc Non-structural component misc Time-history analysis misc Floor response spectra misc Torsional irregularity
topic_browse	misc Industrial buildings misc Seismic design misc Non-structural component misc Time-history analysis misc Floor response spectra misc Torsional irregularity
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title	Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
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title_full	Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
author_sort	Landge, Meenakshi V.
journal	Innovative infrastructure solutions
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author_browse	Landge, Meenakshi V. Ingle, Ramakant K.
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author-letter	Landge, Meenakshi V.
doi_str_mv	10.1007/s41062-021-00639-1
title_sort	influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
title_auth	Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
abstract	Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. © Springer Nature Switzerland AG 2021
abstractGer	Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. © Springer Nature Switzerland AG 2021
abstract_unstemmed	Abstract The need for industrial buildings has increased multifold, with a wide range in the irregular distribution of floor mass and stiffness. The uneven distribution of floor mass causes mass eccentricity in the floor, inducing torsion in the building. The aim of the present study is to highlight the influence of torsional irregularity due to mass eccentricity on the multi-directional floor response spectra. IS 1893 (Part 4): 2015 suggested time-history analysis of the design basis earthquake to develop floor response spectra, adopting linear analysis technique. Eleven sets of real orthogonal records were chosen to perform time-history analysis to obtain a mean response. The present study observed that the building’s with regular geometry and without stiffness variation in it, a slight mass eccentricity significantly increases floor response spectra. Moreover, actual industrial buildings have significant variations in mass, stiffness, and strength, resulting in further intensifying floor response spectra. Thus, the structural designer needs to use tri-directional floor response spectra for precise and protective non-structural component support design for appropriate response. IS 1893 (Part 1): 2016 suggests reduced stiffness for beam and column for earthquake analysis. Floor response spectra with reduced stiffness were also studied here, and the response was compared with non-linear analysis. Non-structural components lateral design forces as per floor response spectra approach and Indian Standard provisions are also included in the study. © Springer Nature Switzerland AG 2021
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title_short	Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings
url	https://dx.doi.org/10.1007/s41062-021-00639-1
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author2	Ingle, Ramakant K.
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doi_str	10.1007/s41062-021-00639-1
up_date	2024-07-03T14:59:34.587Z
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Influence of torsional irregularity on tri-directional floor response spectra used in industrial buildings

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