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- W2389741023 abstract "The span of the opening steel awning above stadium in this project exceed limit.Based on the concept of 'overall response of the structure including of steel awning concrete bleachers and by finite element method,the paper carries out the optimization of the main dimensions of awning static mechanics analysis.According to the results from spectral analysis under little earthquakes and middle earthquake,a stress ratio envelopment analysis is carried out within seismic combinations,then,with geometric nonlinearity and material nonlinearity considered,a time-history analysis about the mechanics performance under great earthquake is performed,and finally the stress and deformation of foot node under the most unfavorable combination is computed and evaluated.All the foregoing analysis shows that the design fully meets requirements of relevant performance." @default.
- W2389741023 created "2016-06-24" @default.
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- W2389741023 date "2010-01-01" @default.
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- W2389741023 title "Seismic design of long-span stadium awning" @default.
- W2389741023 hasPublicationYear "2010" @default.
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