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- W2392308963 abstract "On tall building frame structure design, beams (plates) and columns usually have different grade concrete. The concrete strength of columns is usually higher. Generally, the joints are the same grade concrete as columns. This would cause a big difficulty to the construction. If taking identical strength, the earthquake resistant ability of frame joint will be weak although it is convenient for construction. The strengthening method to offset negative effect of different grade concrete was studied. Though joints model tests, the characteristics of load bearing and fracture mechanism were investigated, and the strengthening methed was verified. Based on the tests, the finite element method was used to analyze the complicated mechanism of joints. The results indicate that the stress concentration, stress dispersion and laterally tension occur in the joint area of concrete. Consequently, the joints characteristics of load bearing will be enhanced after haunched beam and supplement X-bar. It is suggestible to the design and construction for beams, columns and joints with different strength in tall building." @default.
- W2392308963 created "2016-06-24" @default.
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- W2392308963 date "2004-01-01" @default.
- W2392308963 modified "2023-09-27" @default.
- W2392308963 title "Tests and Finite Element Analysis of Frame Joints (Beams and Columns with Different Grade Concrete) in Tall Building" @default.
- W2392308963 hasPublicationYear "2004" @default.
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