A Precise and Stiffly Stable Time Integration Method for Vibration Equations
A precise and stiffly stable time integration method with numerical dissipation is presented for solving MCK type equations of motion. Its algorithm is assumed that acceleration during time step is expressed as a quadratic function. Stability and accuracy are investigated by numerical analysis to fi...
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Veröffentlicht in: | TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C 2001/04/25, Vol.67(656), pp.929-934 |
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container_title | TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C |
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creator | FUJIKAWA, Takeshi IMANISHI, Etsujiro |
description | A precise and stiffly stable time integration method with numerical dissipation is presented for solving MCK type equations of motion. Its algorithm is assumed that acceleration during time step is expressed as a quadratic function. Stability and accuracy are investigated by numerical analysis to find out the best parameter values of the algorithm. Characteristics of this method are compared with other methods such as Newmark, Wilson, HHT-α method, etc, which showed that this method has much better accuracy for low frequency modes, and strong dissipation for high frequency modes. Some calculation examples are shown. |
doi_str_mv | 10.1299/kikaic.67.929 |
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Its algorithm is assumed that acceleration during time step is expressed as a quadratic function. Stability and accuracy are investigated by numerical analysis to find out the best parameter values of the algorithm. Characteristics of this method are compared with other methods such as Newmark, Wilson, HHT-α method, etc, which showed that this method has much better accuracy for low frequency modes, and strong dissipation for high frequency modes. 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Some calculation examples are shown.</description><subject>Numerical Analysis</subject><subject>Numerical Damping</subject><subject>Time History Analysis</subject><subject>Time Integration</subject><subject>Transient Response</subject><issn>0387-5024</issn><issn>1884-8354</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2001</creationdate><recordtype>article</recordtype><recordid>eNo9kEtPAjEUhRujiQRZuu8fGOz7sSQEFYPRRHQ7uS0dqAwz2o4L_r2DIKvv5OY7d3EQuqVkTJm1d9u4hejHSo8tsxdoQI0RheFSXKIB4UYXkjBxjUY5R0cIsVxZbgZoMcGvKfiYA4Zmhd-6WFX1vie4OuBl3AU8b7qwTtDFtsHPodu0K1y1CX9EdzrOvn_-Qr5BVxXUOYxOHKL3-9ly-lgsXh7m08mi8ExIWygwzDLlQ8W0Icw5bZwlQa8McZYLAkJRARV33nsI0msvPXVUCJDCCAN8iIrjX5_anFOoyq8Ud5D2JSXlYY3yuEapdNmv0ftPR_8zd7AOZxtSF30dTja12h4aSqp_9OWz5DeQytDwX3DfbfE</recordid><startdate>2001</startdate><enddate>2001</enddate><creator>FUJIKAWA, Takeshi</creator><creator>IMANISHI, Etsujiro</creator><general>The Japan Society of Mechanical Engineers</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>2001</creationdate><title>A Precise and Stiffly Stable Time Integration Method for Vibration Equations</title><author>FUJIKAWA, Takeshi ; IMANISHI, Etsujiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2459-6a82926cef27802bb78b90e7d80b9340a4614af3bcccae5c7c5c1b144a54848a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2001</creationdate><topic>Numerical Analysis</topic><topic>Numerical Damping</topic><topic>Time History Analysis</topic><topic>Time Integration</topic><topic>Transient Response</topic><toplevel>online_resources</toplevel><creatorcontrib>FUJIKAWA, Takeshi</creatorcontrib><creatorcontrib>IMANISHI, Etsujiro</creatorcontrib><collection>CrossRef</collection><jtitle>TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>FUJIKAWA, Takeshi</au><au>IMANISHI, Etsujiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Precise and Stiffly Stable Time Integration Method for Vibration Equations</atitle><jtitle>TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C</jtitle><addtitle>JSMET</addtitle><date>2001</date><risdate>2001</risdate><volume>67</volume><issue>656</issue><spage>929</spage><epage>934</epage><pages>929-934</pages><issn>0387-5024</issn><eissn>1884-8354</eissn><abstract>A precise and stiffly stable time integration method with numerical dissipation is presented for solving MCK type equations of motion. Its algorithm is assumed that acceleration during time step is expressed as a quadratic function. Stability and accuracy are investigated by numerical analysis to find out the best parameter values of the algorithm. Characteristics of this method are compared with other methods such as Newmark, Wilson, HHT-α method, etc, which showed that this method has much better accuracy for low frequency modes, and strong dissipation for high frequency modes. Some calculation examples are shown.</abstract><pub>The Japan Society of Mechanical Engineers</pub><doi>10.1299/kikaic.67.929</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
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source | J-STAGE (Free - Japanese); Free E-Journal (出版社公開部分のみ) |
subjects | Numerical Analysis Numerical Damping Time History Analysis Time Integration Transient Response |
title | A Precise and Stiffly Stable Time Integration Method for Vibration Equations |
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