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- W2374841718 abstract "The steel-pipe truss arch is widely used in building projects,so it is necessary to study the influencing factors for its loadbearing performance.Here,taking the roof of a gymnasium for example and based on considering the geometric nonlinearity and material nonlinearity,the influence on the ultimate load-bearing capacity of the truss arch made by the initial imperfection,load distribution and boundary supporting is analyzed,at the same time,by using the hinged support and fixed support separately,the free vibration frequency and modes of the structure are compared and analyzed.The analysis results demonstrate that the initial imperfection has little influence on the ultimate load-bearing capacity of the truss arch.but the supporting rigidity makes the remarkable influence on it,and the half cross distributed load has the adverse effects.The boundary supporting is limited to change the free vibration frequency and modes,but the participation function of the higher mode must be considered in a seismic design." @default.
- W2374841718 created "2016-06-24" @default.
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- W2374841718 date "2010-01-01" @default.
- W2374841718 modified "2023-09-25" @default.
- W2374841718 title "Analysis on Influencing Factors for Load Bearing Performance of Steel-pipe Truss Arch Structure" @default.
- W2374841718 hasPublicationYear "2010" @default.
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