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- W2376839000 abstract "The details and design formulae of steel moment resistant frame connections reinforced by haunch enlarged beam flanges welded to the column diaphragm were put forward based on the suggestion of Recommendation for Design of Connections in Steel Structures of Japan.Then,4 one-half scale T-shape specimens were designed based on the Chinese codes with enlarged flanges of H-shape beam welded to the diaphragm of diaphragm-through type columns.The specimens considered the influences of the width-to-thickness ratio of beam flanges and the height-to-thickness ratio of webs,together with different types of reinforcement.The experiment was carried out under cyclic beam bending with constant axial compression on column.The test results revealed that the connections of this reinforcement type had a good performance of the strength and rigidity,and may satisfy the demand of current Chinese code on seismic design.However,the plastic rotation was limited and could not fully satisfy the demand of special moment resistant frames." @default.
- W2376839000 created "2016-06-24" @default.
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- W2376839000 date "2007-01-01" @default.
- W2376839000 modified "2023-09-25" @default.
- W2376839000 title "Experimental study on steel moment resistant frame connections with enlarged beam flanges welded to column" @default.
- W2376839000 hasPublicationYear "2007" @default.
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