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- W2243581296 abstract "According to the modern scenario, most of the structures follow progressive collapse phenomenon. Even though buildings are designed to resist all expected loads without failure, they fail occasionally due to inadequate design and construction techniques, especially for extreme and abnormal loads. The paper deals with the analysis and design of 3, 5, 7 and 12 storey buildings in SAP-2000 by performing Non-linear Dynamic Alternative Path Method. The variation of deformations of the beams and axial deformation of columns over the height of the structure had evaluated and its effects on the load redistribution had discussed, identified and characterized by developing formulae. It is identified that following the loss of a column, premature beam bottom bar fracture can occur and also shown that with the increase of 47.86% and 63.26% of stiffness building can resist progressive collapse for 10 and more than 10 storey respectively. The research has immense benefit in structural designing." @default.
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- W2243581296 date "2012-01-01" @default.
- W2243581296 modified "2023-09-26" @default.
- W2243581296 title "Prevention of building against progressive collapsing" @default.
- W2243581296 hasPublicationYear "2012" @default.
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