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- W271142435 abstract "This study evaluates the seismic performance of post-tensioned flat plate structures with or without slab bottom reinforcement. For this purpose, 3 and 9 story frames were designed only considering gravity loads. This study conducts a nonlinear static pushover analysis. This study was an analytical model that is able to represent punching shear failure and fracture mechanism. The analytical results showed that the seismic performance of a post-tension flat plate is strongly influenced by the existence of slab bottom reinforcement through column. By placing slab bottom reinforcement in a PT flat plate frame, lateral strength and max drift capacity are significantly increased." @default.
- W271142435 created "2016-06-24" @default.
- W271142435 date "2008-08-31" @default.
- W271142435 modified "2023-09-26" @default.
- W271142435 title "Seismic Performance of Post Tensioned Flat Plate Structures according to Slab Bottom Reinforcement" @default.
- W271142435 cites W1968121173 @default.
- W271142435 cites W1988375017 @default.
- W271142435 doi "https://doi.org/10.5000/eesk.2008.12.4.011" @default.
- W271142435 hasPublicationYear "2008" @default.
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