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- W2390976013 abstract "In thermal power plants,coal scuttle general is set in the upper part of the frame structure.The heavy weight of the coal bucket and coal would generate a great seismic forces,so as to increase cross-sections of the beams and columns;so it is uneconomical.If the seismic isolation is set under the coal bearing,it can reduce the seismic action and cross-section of the beam and column,also can meet the aseismic requirements.First through the Midas finite element software,two models of the traditional framework and the framework with setting seismic isolation are established.Then the seismic response spectrum and time-history to the two kinds of frame structure model are analyzed.Finally,seismic displacements,internal forces,stress and cycles of the two models are analyzed under the seismic action.Calculation and analysis show that:the framework with setting seismic isolation significantly reduces the seismic action,decreases the cross-section of the frame beams and columns so as to reduce the construction costs.Meanwhile,the displacements,internal forces,stress and cycles all meet the design requirements of specifications." @default.
- W2390976013 created "2016-06-24" @default.
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- W2390976013 date "2010-01-01" @default.
- W2390976013 modified "2023-09-23" @default.
- W2390976013 title "Application of seismic isolation to coal scuttle in thermal power plants" @default.
- W2390976013 hasPublicationYear "2010" @default.
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