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- W2369916273 abstract "The main building of large-scale thermal power plant usually contains the abnormal exterior joints consisting of deep beam and column with abruptly changed sections. Based on the pseudo-static experiments of four 1/5-scale specimens and their failure characteristics in the structural test, the factors affecting shear failure modes of abnormal joints, such as the longitudinal orthogonal beam, the abruptly changed sections of upper and lower columns, the stirrup ratio of joints etc., are analyzed. The experimental result showed that the crack load and ultimate load of abnormal joints obviously decrease in comparison to the normal joints, the penetrating crack load are very close to the ultimate load, two typical failure modes may occur, i.e. the small core shear failure and the joint area under longitudinal orthogonal beam shear failure. The method of using the constraint mechanism to express the small core shear failure and the formula for calculating shear-bearing capacity of abnormal joints are given. The steel ratio on the bottom of the large beam ought to be limited to ensure the safety of the joint area under longitudinal orthogonal beam." @default.
- W2369916273 created "2016-06-24" @default.
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- W2369916273 date "2005-01-01" @default.
- W2369916273 modified "2023-09-25" @default.
- W2369916273 title "Study on seismic behavior and design method of large-scale thermal power plant RC frame with abnormal exterior joints" @default.
- W2369916273 hasPublicationYear "2005" @default.
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