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- W1856322352 abstract "Experimental tests and analyses investigated the seismic behavior of reinforced concrete beam-column T-joints. The test specimens were representative of interior beam-column joints in multicolumn bridge frames constructed in California in the 1950s and 1960s. Three one-third scale models were tested, one representing the as-built joint and two representing retrofit joints. The as-built specimen had relatively little ductility capacity, whereas the retrofitted specimens exhibited improved performance. The nominal joint stress state, joint force-transfer mechanisms, and bond stress characteristics were investigated as a means of assessing joint behavior. This study clarifies the seismic behavior of lightly reinforced bridge T-joints and verifies a design procedure for retrofitting these joints." @default.
- W1856322352 created "2016-06-24" @default.
- W1856322352 date "1999-01-01" @default.
- W1856322352 modified "2023-09-24" @default.
- W1856322352 title "Evaluation of Retrofit of Beam-Column T-Joints in Older Reinforced Concrete Bridge Structures" @default.
- W1856322352 doi "https://doi.org/10.14359/688" @default.
- W1856322352 hasPublicationYear "1999" @default.
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