Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon

Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid sto...
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Gespeichert in:

Autor*in:	Jalal Akbari [verfasserIn] Omid Salami [verfasserIn] Mohsen Isari [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks

Übergeordnetes Werk:	In: Frattura ed Integrità Strutturale - Gruppo Italiano Frattura, 2008, 14(2020), 53, Seite 92-105
Übergeordnetes Werk:	volume:14 ; year:2020 ; number:53 ; pages:92-105

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3221/IGF-ESIS.53.08

Katalog-ID:	DOAJ040714845

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520			\|a Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling.
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allfields	10.3221/IGF-ESIS.53.08 doi (DE-627)DOAJ040714845 (DE-599)DOAJc6146f855b5c482d974a2f1ca0000c77 DE-627 ger DE-627 rakwb eng TJ1-1570 TA630-695 Jalal Akbari verfasserin aut Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling. liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks Mechanical engineering and machinery Structural engineering (General) Omid Salami verfasserin aut Mohsen Isari verfasserin aut In Frattura ed Integrità Strutturale Gruppo Italiano Frattura, 2008 14(2020), 53, Seite 92-105 (DE-627)561316589 (DE-600)2418303-9 19718993 nnns volume:14 year:2020 number:53 pages:92-105 https://doi.org/10.3221/IGF-ESIS.53.08 kostenfrei https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 kostenfrei https://www.fracturae.com/index.php/fis/article/view/2740/2984 kostenfrei https://doaj.org/toc/1971-8993 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2020 53 92-105
spelling	10.3221/IGF-ESIS.53.08 doi (DE-627)DOAJ040714845 (DE-599)DOAJc6146f855b5c482d974a2f1ca0000c77 DE-627 ger DE-627 rakwb eng TJ1-1570 TA630-695 Jalal Akbari verfasserin aut Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling. liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks Mechanical engineering and machinery Structural engineering (General) Omid Salami verfasserin aut Mohsen Isari verfasserin aut In Frattura ed Integrità Strutturale Gruppo Italiano Frattura, 2008 14(2020), 53, Seite 92-105 (DE-627)561316589 (DE-600)2418303-9 19718993 nnns volume:14 year:2020 number:53 pages:92-105 https://doi.org/10.3221/IGF-ESIS.53.08 kostenfrei https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 kostenfrei https://www.fracturae.com/index.php/fis/article/view/2740/2984 kostenfrei https://doaj.org/toc/1971-8993 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2020 53 92-105
allfields_unstemmed	10.3221/IGF-ESIS.53.08 doi (DE-627)DOAJ040714845 (DE-599)DOAJc6146f855b5c482d974a2f1ca0000c77 DE-627 ger DE-627 rakwb eng TJ1-1570 TA630-695 Jalal Akbari verfasserin aut Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling. liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks Mechanical engineering and machinery Structural engineering (General) Omid Salami verfasserin aut Mohsen Isari verfasserin aut In Frattura ed Integrità Strutturale Gruppo Italiano Frattura, 2008 14(2020), 53, Seite 92-105 (DE-627)561316589 (DE-600)2418303-9 19718993 nnns volume:14 year:2020 number:53 pages:92-105 https://doi.org/10.3221/IGF-ESIS.53.08 kostenfrei https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 kostenfrei https://www.fracturae.com/index.php/fis/article/view/2740/2984 kostenfrei https://doaj.org/toc/1971-8993 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2020 53 92-105
allfieldsGer	10.3221/IGF-ESIS.53.08 doi (DE-627)DOAJ040714845 (DE-599)DOAJc6146f855b5c482d974a2f1ca0000c77 DE-627 ger DE-627 rakwb eng TJ1-1570 TA630-695 Jalal Akbari verfasserin aut Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling. liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks Mechanical engineering and machinery Structural engineering (General) Omid Salami verfasserin aut Mohsen Isari verfasserin aut In Frattura ed Integrità Strutturale Gruppo Italiano Frattura, 2008 14(2020), 53, Seite 92-105 (DE-627)561316589 (DE-600)2418303-9 19718993 nnns volume:14 year:2020 number:53 pages:92-105 https://doi.org/10.3221/IGF-ESIS.53.08 kostenfrei https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 kostenfrei https://www.fracturae.com/index.php/fis/article/view/2740/2984 kostenfrei https://doaj.org/toc/1971-8993 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2020 53 92-105
allfieldsSound	10.3221/IGF-ESIS.53.08 doi (DE-627)DOAJ040714845 (DE-599)DOAJc6146f855b5c482d974a2f1ca0000c77 DE-627 ger DE-627 rakwb eng TJ1-1570 TA630-695 Jalal Akbari verfasserin aut Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling. liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks Mechanical engineering and machinery Structural engineering (General) Omid Salami verfasserin aut Mohsen Isari verfasserin aut In Frattura ed Integrità Strutturale Gruppo Italiano Frattura, 2008 14(2020), 53, Seite 92-105 (DE-627)561316589 (DE-600)2418303-9 19718993 nnns volume:14 year:2020 number:53 pages:92-105 https://doi.org/10.3221/IGF-ESIS.53.08 kostenfrei https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 kostenfrei https://www.fracturae.com/index.php/fis/article/view/2740/2984 kostenfrei https://doaj.org/toc/1971-8993 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 14 2020 53 92-105
language	English
source	In Frattura ed Integrità Strutturale 14(2020), 53, Seite 92-105 volume:14 year:2020 number:53 pages:92-105
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callnumber-first	T - Technology
author	Jalal Akbari
spellingShingle	Jalal Akbari misc TJ1-1570 misc TA630-695 misc liquid storage tanks misc steel cylindrical tanks misc unanchored steel tanks misc water storage tanks misc uplift of steel tanks misc Mechanical engineering and machinery misc Structural engineering (General) Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon
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topic_title	TJ1-1570 TA630-695 Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon liquid storage tanks steel cylindrical tanks unanchored steel tanks water storage tanks uplift of steel tanks
topic	misc TJ1-1570 misc TA630-695 misc liquid storage tanks misc steel cylindrical tanks misc unanchored steel tanks misc water storage tanks misc uplift of steel tanks misc Mechanical engineering and machinery misc Structural engineering (General)
topic_unstemmed	misc TJ1-1570 misc TA630-695 misc liquid storage tanks misc steel cylindrical tanks misc unanchored steel tanks misc water storage tanks misc uplift of steel tanks misc Mechanical engineering and machinery misc Structural engineering (General)
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title	Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon
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title_full	Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon
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author_browse	Jalal Akbari Omid Salami Mohsen Isari
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author-letter	Jalal Akbari
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title_sort	numerical investigation of the seismic behavior of unanchored steel tanks with an emphasis on the uplift phenomenon
callnumber	TJ1-1570
title_auth	Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon
abstract	Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling.
abstractGer	Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling.
abstract_unstemmed	Ground steel storage tanks are widely used in different industries. Regarding the significance of these structures, ensuring the proper performance of such structures in earthquakes needs evaluating their seismic performance. The present study examines the seismic behavior of an unanchored fluid storage system via ABAQUS after validation with an experimental model. Next, the uplift of the bottom sheet is studied using the accelerogram records of the 1940 El Centro and 1994 Northridge earthquakes. The overturning moment time history of the fluid storage system and the maximum overturning moments were obtained to identify their behavior. The results indicated that not bracing storage tanks leads to the uplift phenomenon. Finally, the maximum axial stress of the storage tank shell was compared with the values recommended in the design codes to control the buckling.
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title_short	Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon
url	https://doi.org/10.3221/IGF-ESIS.53.08 https://doaj.org/article/c6146f855b5c482d974a2f1ca0000c77 https://www.fracturae.com/index.php/fis/article/view/2740/2984 https://doaj.org/toc/1971-8993
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Numerical Investigation of the Seismic Behavior of Unanchored Steel Tanks with an emphasis on the Uplift Phenomenon

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