Analysis on impact responses of unrestrained planar frame structure(II)—Numerical example analysis
V412.4; By using the formula derived in Part (Ⅰ), the instant response of an unrestrained planar frame structure subjected to the impact of a moving rigid-body are evaluated and analysed.The impact force-time history between the structure and the moving rigid-body, shear force and bending moment dis...
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| Veröffentlicht in: | Applied mathematics and mechanics 2005-11, Vol.26 (11), p.1458-1463 |
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| container_title | Applied mathematics and mechanics |
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| creator | Chen, Rong Zheng, Hai-tao Xue, Song-tao Tang, He-sheng |
| description | V412.4; By using the formula derived in Part (Ⅰ), the instant response of an unrestrained planar frame structure subjected to the impact of a moving rigid-body are evaluated and analysed.The impact force-time history between the structure and the moving rigid-body, shear force and bending moment distribution along the beams, axial force distribution along the bars were calculated. The wave propagation phenomena of the longitudinal wave in the bars, the flexural and shear waves in the beams were also analysed. The numerical results show that the time duration of impact force is controlled by the flexural wave and the longitudinal wave; the shear effect in beams should not be neglected in the impact response analysis of structures. |
| doi_str_mv | 10.1007/BF03246252 |
| format | Article |
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The wave propagation phenomena of the longitudinal wave in the bars, the flexural and shear waves in the beams were also analysed. The numerical results show that the time duration of impact force is controlled by the flexural wave and the longitudinal wave; the shear effect in beams should not be neglected in the impact response analysis of structures.</description><identifier>ISSN: 0253-4827</identifier><identifier>EISSN: 1573-2754</identifier><identifier>DOI: 10.1007/BF03246252</identifier><language>eng</language><publisher>Department of Architecture, School of Science and Engineerin,Kinki University,Osaka 577-8502,Japan</publisher><ispartof>Applied mathematics and mechanics, 2005-11, Vol.26 (11), p.1458-1463</ispartof><rights>Copyright © Wanfang Data Co. Ltd. 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The wave propagation phenomena of the longitudinal wave in the bars, the flexural and shear waves in the beams were also analysed. The numerical results show that the time duration of impact force is controlled by the flexural wave and the longitudinal wave; the shear effect in beams should not be neglected in the impact response analysis of structures.</description><issn>0253-4827</issn><issn>1573-2754</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2005</creationdate><recordtype>article</recordtype><recordid>eNpFkM1Kw0AUhQdRsFY3PsEsVYjOb6ZZ1mK1UHSj63A7uaMpySTMJNjsfAif0CcxYqGrwz0cDvd8hFxydssZM3f3SyaFSoUWR2TCtZGJMFodkwkTWiZqJswpOYtxyxhTRqkJKeYeqiGWkTaelnULtqMBY9v4iKPnaO_HswtQeixoW4GHQF2AGuno9rbrA16tVtc_X9_PfY2htFBR3EHdVkhh331OThxUES_2OiVvy4fXxVOyfnlcLebrxAqhuwQ2lvFMmFSZFGamkBJSpYVD6zKwzmZGzZyFzGyYHUdihiA3DDVmRWo5N3JKbv57P8E78O_5tunD-EPMhyHuPqpdjoIxzUdU2SFsQxNjQJe3oawhDDln-R_M_ABT_gI_PWnC</recordid><startdate>20051101</startdate><enddate>20051101</enddate><creator>Chen, Rong</creator><creator>Zheng, Hai-tao</creator><creator>Xue, Song-tao</creator><creator>Tang, He-sheng</creator><general>Department of Architecture, School of Science and Engineerin,Kinki University,Osaka 577-8502,Japan</general><general>Center for Aerospace Technology, Tongji University,Shanghai 200092, P.R.China</general><general>Research Institution of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, P.R.China</general><general>Center for Aerospace Technology, Tongji University,Shanghai 200092, P.R.China%Research Institution of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, P.R.China%Research Institution of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, P.R.China</general><scope>AAYXX</scope><scope>CITATION</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20051101</creationdate><title>Analysis on impact responses of unrestrained planar frame structure(II)—Numerical example analysis</title><author>Chen, Rong ; Zheng, Hai-tao ; Xue, Song-tao ; Tang, He-sheng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c225t-abc019276476a87d33a6452fecf9acfc9748fca97b0c246e9ea3b0e5e9d6c1173</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2005</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chen, Rong</creatorcontrib><creatorcontrib>Zheng, Hai-tao</creatorcontrib><creatorcontrib>Xue, Song-tao</creatorcontrib><creatorcontrib>Tang, He-sheng</creatorcontrib><collection>CrossRef</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>Applied mathematics and mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chen, Rong</au><au>Zheng, Hai-tao</au><au>Xue, Song-tao</au><au>Tang, He-sheng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analysis on impact responses of unrestrained planar frame structure(II)—Numerical example analysis</atitle><jtitle>Applied mathematics and mechanics</jtitle><date>2005-11-01</date><risdate>2005</risdate><volume>26</volume><issue>11</issue><spage>1458</spage><epage>1463</epage><pages>1458-1463</pages><issn>0253-4827</issn><eissn>1573-2754</eissn><abstract>V412.4; By using the formula derived in Part (Ⅰ), the instant response of an unrestrained planar frame structure subjected to the impact of a moving rigid-body are evaluated and analysed.The impact force-time history between the structure and the moving rigid-body, shear force and bending moment distribution along the beams, axial force distribution along the bars were calculated. The wave propagation phenomena of the longitudinal wave in the bars, the flexural and shear waves in the beams were also analysed. The numerical results show that the time duration of impact force is controlled by the flexural wave and the longitudinal wave; the shear effect in beams should not be neglected in the impact response analysis of structures.</abstract><pub>Department of Architecture, School of Science and Engineerin,Kinki University,Osaka 577-8502,Japan</pub><doi>10.1007/BF03246252</doi><tpages>6</tpages></addata></record> |
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| source | Alma/SFX Local Collection; SpringerLink Journals - AutoHoldings |
| title | Analysis on impact responses of unrestrained planar frame structure(II)—Numerical example analysis |
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