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- W3147367406 abstract "In order to reliably obtain seismic responses of as-built and repaired reinforced concrete bridge columns under near-fault ground motions, pseudodynamic testing of 2 bridge columns with a reduced scale of 2/5 was performed. Pseudodynamic test results reveal that a ductile member may have no chance to completely develop its ductile behavior to dissipate seismic energy, as it may suddenly be destroyed by a significant pulse-like wave. The seismic performance of the 2 damaged bridge columns can be recovered after repair with carbon fiber reinforced plastic composite sheets. It is also experimentally confirmed that the flexural failure moment obtained from the pseudodynamic test agrees well with the plastic moment predicted by ACI code 318. As pseudodynamic test results are believed to be more accurate than numerical solutions, they can be considered reference solutions in developing a finite-element model. An identical specimen was tested under cyclic loads to estimate basic properties of these columns, such as shear and flexural strength and ductility, so that the seismic responses obtained from pseudodynamic tests can be properly discussed. In addition, its hysteretic response may also be used to match a mathematical model to simulate the very complicated load-displacement relation for analysis." @default.
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- W3147367406 date "2004-07-01" @default.
- W3147367406 modified "2023-09-27" @default.
- W3147367406 title "EXPERIMENTAL STUDY OF SEISMIC BEHAVIORS OF AS-BUILT AND CARBON FIBER REINFORCED PLASTICS REPAIRED REINFORCED CONCRETE BRIDGE COLUMNS" @default.
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