VIBRATION ANALYSIS FOR FRAME STRUCTURES
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D.H. MOON; M.S. CHOI
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Article
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2000
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Elsevier Science
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English
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In this paper, the authors formulate a free and forced vibration analysis algorithm for frame structures using the transfer dynamic sti!ness coe$cient method. This method is based on the concept of the transfer of the dynamic sti!ness coe$cient which is related to the force and displacement vector a