Time Integration Method with High Accuracy and Efficiency for Structural Dynamic Analysis
AbstractIn this study, a novel composite time integration method is proposed for more accurately and efficiently solving typical structural dynamic problems. In this method, the second-order accuracy is ensured for dynamic problems. First, the stability, accuracy properties, local truncation error,...
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| Veröffentlicht in: | Journal of engineering mechanics 2019-03, Vol.145 (3) |
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| container_title | Journal of engineering mechanics |
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| creator | Yuan, Peng Li, Dejian Cai, C. S Xu, Guoji |
| description | AbstractIn this study, a novel composite time integration method is proposed for more accurately and efficiently solving typical structural dynamic problems. In this method, the second-order accuracy is ensured for dynamic problems. First, the stability, accuracy properties, local truncation error, and global error are analyzed and compared with available state-of-the-art methods in the literature. Then, three sets of parameters are recommended and discussed, and optimization of these parameters results in a high accuracy and efficiency of the proposed method. Finally, three classical examples with high-frequency vibrations, where a large ratio of the time step size to the period is adopted, are presented to demonstrate the accuracy, efficiency, and applicability of the proposed method. |
| doi_str_mv | 10.1061/(ASCE)EM.1943-7889.0001574 |
| format | Article |
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S ; Xu, Guoji</creator><creatorcontrib>Yuan, Peng ; Li, Dejian ; Cai, C. S ; Xu, Guoji</creatorcontrib><description>AbstractIn this study, a novel composite time integration method is proposed for more accurately and efficiently solving typical structural dynamic problems. In this method, the second-order accuracy is ensured for dynamic problems. First, the stability, accuracy properties, local truncation error, and global error are analyzed and compared with available state-of-the-art methods in the literature. Then, three sets of parameters are recommended and discussed, and optimization of these parameters results in a high accuracy and efficiency of the proposed method. Finally, three classical examples with high-frequency vibrations, where a large ratio of the time step size to the period is adopted, are presented to demonstrate the accuracy, efficiency, and applicability of the proposed method.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)EM.1943-7889.0001574</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Accuracy ; Dynamic stability ; Efficiency ; Error analysis ; Parameters ; Stability analysis ; State of the art ; Technical Papers ; Time integration ; Truncation errors</subject><ispartof>Journal of engineering mechanics, 2019-03, Vol.145 (3)</ispartof><rights>2019 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-190ec647b1a81db1f2f056d267f6b79bef00e46597fe613ced5c4fa4f33a1a6a3</citedby><cites>FETCH-LOGICAL-a337t-190ec647b1a81db1f2f056d267f6b79bef00e46597fe613ced5c4fa4f33a1a6a3</cites><orcidid>0000-0001-9761-2326</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)EM.1943-7889.0001574$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0001574$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>Yuan, Peng</creatorcontrib><creatorcontrib>Li, Dejian</creatorcontrib><creatorcontrib>Cai, C. S</creatorcontrib><creatorcontrib>Xu, Guoji</creatorcontrib><title>Time Integration Method with High Accuracy and Efficiency for Structural Dynamic Analysis</title><title>Journal of engineering mechanics</title><description>AbstractIn this study, a novel composite time integration method is proposed for more accurately and efficiently solving typical structural dynamic problems. In this method, the second-order accuracy is ensured for dynamic problems. First, the stability, accuracy properties, local truncation error, and global error are analyzed and compared with available state-of-the-art methods in the literature. Then, three sets of parameters are recommended and discussed, and optimization of these parameters results in a high accuracy and efficiency of the proposed method. Finally, three classical examples with high-frequency vibrations, where a large ratio of the time step size to the period is adopted, are presented to demonstrate the accuracy, efficiency, and applicability of the proposed method.</description><subject>Accuracy</subject><subject>Dynamic stability</subject><subject>Efficiency</subject><subject>Error analysis</subject><subject>Parameters</subject><subject>Stability analysis</subject><subject>State of the art</subject><subject>Technical Papers</subject><subject>Time integration</subject><subject>Truncation errors</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kLFOwzAQhi0EEqXwDhYsMCTYdWLXbFEJtFIrhpaByXIcu3XVJsV2hPL2JGqBiel0d_93On0A3GIUY0Tx4322nOQP-SLGPCERG495jBDCKUvOwOB3dg4GiBESccL5JbjyfttlEsrpAHys7F7DWRX02slg6woudNjUJfyyYQOndr2BmVKNk6qFsiphboxVVldda2oHl8E1KnTrHXxuK7m3CmaV3LXe-mtwYeTO65tTHYL3l3w1mUbzt9fZJJtHkhAWIsyRVjRhBZZjXBbYjAxKaTmizNCC8UIbhHRCU86MppgoXaYqMTIxhEgsqSRDcHe8e3D1Z6N9ENu6cd0TXowwpSjtPLEu9XRMKVd777QRB2f30rUCI9GrFKJXKfKF6LWJXps4qexgeoSlV_rv_A_5P_gN83J4vg</recordid><startdate>20190301</startdate><enddate>20190301</enddate><creator>Yuan, Peng</creator><creator>Li, Dejian</creator><creator>Cai, C. 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S ; Xu, Guoji</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-190ec647b1a81db1f2f056d267f6b79bef00e46597fe613ced5c4fa4f33a1a6a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Accuracy</topic><topic>Dynamic stability</topic><topic>Efficiency</topic><topic>Error analysis</topic><topic>Parameters</topic><topic>Stability analysis</topic><topic>State of the art</topic><topic>Technical Papers</topic><topic>Time integration</topic><topic>Truncation errors</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yuan, Peng</creatorcontrib><creatorcontrib>Li, Dejian</creatorcontrib><creatorcontrib>Cai, C. 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| issn | 0733-9399 1943-7889 |
| language | eng |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Accuracy Dynamic stability Efficiency Error analysis Parameters Stability analysis State of the art Technical Papers Time integration Truncation errors |
| title | Time Integration Method with High Accuracy and Efficiency for Structural Dynamic Analysis |
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