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《Journal of Vibration and Shock》 2007-01
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Li Guoqiang,Sun Jianyun,Wang Kaiqiang(Tongji University,Shanghai 200092)  
Under impact and blast load,structural response analysis is a typical problem of dynamics.But it is different from response analysis under earthquake because of the locality and brevity of the blast load.The strain,stress and deflection of a structural member only relate to the other members which are connected to it and so we can separate them apart from the structure and only consider a simple member with end constraint conditions.The authors use the thearetical analysis as foundation and use the software ANSYS as a tool,to study the end constraint condition effects on the results of the analysis,to establish a simplified model of a frame column with blast load.
【CateGory Index】: O347
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