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- W571454870 abstract "This study's object was to quantitatively evaluate the cyclic performance of original and repaired structures by various schemes of seismic retrofit of structures. Ten large scale repaired framed wall specimens subjected to reversed cyclic lateral loading were tested and a prediction model was proposed to analyze the experimental results. Three specimens were repaired with epoxy and the other specimens were repaired by various methods, such as enlargement of the column size, addition of wing walls adjacent to the boundary columns, steel jacket addition to the joints of beam-column, and use of steel bracings on the wall. The experimental results showed that the cyclic resistance capacities of repaired specimens are better than those of the prototype ones, and either strength or ductility of the repaired specimens is superior to the original specimens." @default.
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- W571454870 date "2003-01-01" @default.
- W571454870 modified "2023-09-26" @default.
- W571454870 title "REPAIR OF LARGE SCALE REINFORCED CONCRETE FRAMED SHEAR WALLS WITH OPENING. IN: LARGE-SCALE STRUCTURAL TESTING" @default.
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