Seismic Behavior Analysis of Spillway Weir Section Based on ANSYS

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Abstract:

The response spectrum method was applied to calculate the seismic behavior analysis of a spillway weir gate. Based on the analysis of the structure performance, special attentions were paid to the stress state of the key parts on the surface and root of the pier. The results showed that the displacement and stress of the whole structure were related to the direction of earthquake excitation; large principal tensile stress and principal tensile stress area appeared in steep change points of geometry shape, special attention should be paid when calculating anti-seismic checking and reinforcement arrangement; the displacement and stress of the weir section met the standard requirements.

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1555-1558

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October 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] DL/T5166-2002, Design Specification of Spillway, China Waterpower Press, Beijing, (2002).

Google Scholar

[2] J. Yuan, Identification of the Machine Tool Structural Parameters by Dynamic Data System (DDS) and Finite Element Method, University of Wisconsin-Madison, USA, (1983).

Google Scholar

[3] DL5073-2000, Earthquake Design Code for Hydraulic Structure, China Waterpower Press, Beijing, (2000).

Google Scholar

[4] X. Sun, Z. Ma, Seismic behavior analysis of intake tower structure, in: 2008 Annual Meeting Proceedings, Chinese Hydraulic Engineering Society, (2008) 804-809.

Google Scholar

[5] F. Guo, J. Yue, Seismic behavior analysis of gate dam, South-to-North Water Diversion and Water Science & Technology, 1 (2011) 43-46.

DOI: 10.3724/sp.j.1201.2011.01044

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