Dynamic analysis of rectangular liquid containers in three-dimensional space
A new method for seismic analysis of containers in three-dimensional space is introduced in which the effects of both impulsive and convective components and their corresponding damping are accounted for in time domain. A case study is performed to investigate the behaviour of a concrete rectangular...
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| Veröffentlicht in: | Canadian journal of civil engineering 2006-05, Vol.33 (5), p.501-507 |
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| container_title | Canadian journal of civil engineering |
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| creator | Kianoush, M R Mirzabozorg, H Ghaemian, M |
| description | A new method for seismic analysis of containers in three-dimensional space is introduced in which the effects of both impulsive and convective components and their corresponding damping are accounted for in time domain. A case study is performed to investigate the behaviour of a concrete rectangular container under the effects of horizontal and vertical ground motions using the scaled earthquake components of the 1940 El-Centro earthquake record. Two-dimensional behaviour of the tank is assumed. The results of the study are compared with those obtained using the current practice and those determined from finite element (FE) analysis based on a lumped mass model. The results of the FE analysis with the equivalent added masses and rigid walls are in good agreement with those from the current practice. Compared with the proposed method, however, the current practice overestimates the response of the container. Also, the vertical excitation leads to a significant response in the container, but combining the effects of horizontal and vertical excitations reduces the response of the structure in the considered system.Key words: liquid, rectangular container, sloshing, staggered method, three-dimensional space, vertical excitation. |
| doi_str_mv | 10.1139/l05-120 |
| format | Article |
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A case study is performed to investigate the behaviour of a concrete rectangular container under the effects of horizontal and vertical ground motions using the scaled earthquake components of the 1940 El-Centro earthquake record. Two-dimensional behaviour of the tank is assumed. The results of the study are compared with those obtained using the current practice and those determined from finite element (FE) analysis based on a lumped mass model. The results of the FE analysis with the equivalent added masses and rigid walls are in good agreement with those from the current practice. Compared with the proposed method, however, the current practice overestimates the response of the container. Also, the vertical excitation leads to a significant response in the container, but combining the effects of horizontal and vertical excitations reduces the response of the structure in the considered system.Key words: liquid, rectangular container, sloshing, staggered method, three-dimensional space, vertical excitation.</description><identifier>ISSN: 0315-1468</identifier><identifier>EISSN: 1208-6029</identifier><identifier>DOI: 10.1139/l05-120</identifier><identifier>CODEN: CJCEB8</identifier><language>eng</language><publisher>Ottawa, Canada: NRC Research Press</publisher><subject>Analysis ; Applied sciences ; Buildings ; Buildings. Public works ; Computation methods. Tables. Charts ; Containers ; Drums (Containers) ; Earthquake resistant design ; Earthquakes ; Exact sciences and technology ; Finite element analysis ; Fluids ; Ground motion ; Industrial facility (building, storage, etc.) ; Properties ; Seismic activity ; Seismic engineering ; Structural analysis. 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A case study is performed to investigate the behaviour of a concrete rectangular container under the effects of horizontal and vertical ground motions using the scaled earthquake components of the 1940 El-Centro earthquake record. Two-dimensional behaviour of the tank is assumed. The results of the study are compared with those obtained using the current practice and those determined from finite element (FE) analysis based on a lumped mass model. The results of the FE analysis with the equivalent added masses and rigid walls are in good agreement with those from the current practice. Compared with the proposed method, however, the current practice overestimates the response of the container. Also, the vertical excitation leads to a significant response in the container, but combining the effects of horizontal and vertical excitations reduces the response of the structure in the considered system.Key words: liquid, rectangular container, sloshing, staggered method, three-dimensional space, vertical excitation.</description><subject>Analysis</subject><subject>Applied sciences</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Containers</subject><subject>Drums (Containers)</subject><subject>Earthquake resistant design</subject><subject>Earthquakes</subject><subject>Exact sciences and technology</subject><subject>Finite element analysis</subject><subject>Fluids</subject><subject>Ground motion</subject><subject>Industrial facility (building, storage, etc.)</subject><subject>Properties</subject><subject>Seismic activity</subject><subject>Seismic engineering</subject><subject>Structural analysis. 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Stresses</topic><topic>Types of buildings</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kianoush, M R</creatorcontrib><creatorcontrib>Mirzabozorg, H</creatorcontrib><creatorcontrib>Ghaemian, M</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Gale In Context: Canada</collection><collection>Gale In Context: Science</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>STEM Database</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Canadian Business & Current Affairs Database</collection><collection>Canadian Business & Current Affairs Database (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>eLibrary</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>CBCA Reference & Current Events</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Canadian journal of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kianoush, M R</au><au>Mirzabozorg, H</au><au>Ghaemian, M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic analysis of rectangular liquid containers in three-dimensional space</atitle><jtitle>Canadian journal of civil engineering</jtitle><addtitle>Canadian Journal of Civil Engineering</addtitle><date>2006-05-01</date><risdate>2006</risdate><volume>33</volume><issue>5</issue><spage>501</spage><epage>507</epage><pages>501-507</pages><issn>0315-1468</issn><eissn>1208-6029</eissn><coden>CJCEB8</coden><abstract>A new method for seismic analysis of containers in three-dimensional space is introduced in which the effects of both impulsive and convective components and their corresponding damping are accounted for in time domain. A case study is performed to investigate the behaviour of a concrete rectangular container under the effects of horizontal and vertical ground motions using the scaled earthquake components of the 1940 El-Centro earthquake record. Two-dimensional behaviour of the tank is assumed. The results of the study are compared with those obtained using the current practice and those determined from finite element (FE) analysis based on a lumped mass model. The results of the FE analysis with the equivalent added masses and rigid walls are in good agreement with those from the current practice. Compared with the proposed method, however, the current practice overestimates the response of the container. Also, the vertical excitation leads to a significant response in the container, but combining the effects of horizontal and vertical excitations reduces the response of the structure in the considered system.Key words: liquid, rectangular container, sloshing, staggered method, three-dimensional space, vertical excitation.</abstract><cop>Ottawa, Canada</cop><pub>NRC Research Press</pub><doi>10.1139/l05-120</doi><tpages>7</tpages></addata></record> |
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| identifier | ISSN: 0315-1468 |
| ispartof | Canadian journal of civil engineering, 2006-05, Vol.33 (5), p.501-507 |
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| subjects | Analysis Applied sciences Buildings Buildings. Public works Computation methods. Tables. Charts Containers Drums (Containers) Earthquake resistant design Earthquakes Exact sciences and technology Finite element analysis Fluids Ground motion Industrial facility (building, storage, etc.) Properties Seismic activity Seismic engineering Structural analysis. Stresses Types of buildings |
| title | Dynamic analysis of rectangular liquid containers in three-dimensional space |
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