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- W2378094527 abstract "With the steel roof structure of Xining stadium as the research object,the modal analysis was done with ANSYS,an finite element software,and the effects of the ratio of rise to span and constraint forms of the natural vibration properties of this structure was studied.The results show that the impact of the depth-span ratio on the first-order inherent frequency is obvious,the constraint forms of the main truss structure have a major effect on the natural vibration characteristics.The distribution of the natural frequency of vibration of the structure is very dense,the distribution of stiffness and mass is well distributed and the high-order vibration mode must be considered for the seismic design.In addition,the structural response under the action of rare earthquakes is analyzed by the time history analysis method and the results show that this truss structure has good seismic behavior." @default.
- W2378094527 created "2016-06-24" @default.
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- W2378094527 date "2014-01-01" @default.
- W2378094527 modified "2023-09-24" @default.
- W2378094527 title "Analysis of Natural Vibration Characteristics and Evaluation of Seismic Behavior of Steel Pipe Truss Roof Structures of Xining Stadium" @default.
- W2378094527 hasPublicationYear "2014" @default.
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