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- W235027036 abstract "A simplified model which incorporates the moment-axial tension interaction of the double-span beams in a column-removed steel frame is presented in this paper. To this end, material and geometric nonlinear parametric finite element analyses were conducted for the double-span beams by changing the beam span to depth ratio and the beam size within some practical ranges. The beam span to depth ratio was shown to be the most influential factor governing the catenary action of the double-span beams. Based on the parametric analysis results, a simplified piece-wise linear model which can reasonably describe the vertical resisting force versus the beam chord rotation relationship was proposed. It was also shown that the proposed method can readily be used for the energy-based progressive collapse analysis of steel moment frames." @default.
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- W235027036 date "2007-01-01" @default.
- W235027036 modified "2023-09-26" @default.
- W235027036 title "Simplified Nonlinear Static Progressive Collapse Analysis of Steel Moment Frames" @default.
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