Study on Dynamic Second-Order Effects of SDOF System under Vertical Earthquake Loading

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The paper studied the dynamic second order effects response of the single-degree-of-freedom (SDOF) system under vertical earthquake ground motions. The following achievements have been made: (1) the motion equations under vertical earthquake loading with second-order effects were established; (2) through numerical analysis, the regular patterns of structural dynamic second-order effects subjected to vertical earthquake loading are uncertain.

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128-131

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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