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- W2127413904 abstract "A partially prestressed concrete alternative and two masonry retrofit alternatives are analyzed for improving the local and global response performance of reinforced concrete frame structures designed only for gravity loads and constructed in low-to-moderate seismic zones. The objective of these retrofits is to reconfigure the structural failure mode by averting a catastrophic soft-story collapse and enforcing a more ductile beam sidesway mechanism. A prestressed concrete jacketing alternative to limited columns was selected to retrofit the one-third scale model reinforced concrete frame building that had been previously tested by the authors. The seismic response of the retrofit model structure was investigated experimentally using the shaking table at State University of New York at Buffalo. A comparison is made of the experimental frame response before and after retrofitting. It is concluded that the seismic performance of vulnerable (soft-story prone) gravity load design frames may be effectively enhanced by strengthening limited columns and thus, changing the failure mode to a beam sidesway mechanism with acceptable story deformation levels." @default.
- W2127413904 created "2016-06-24" @default.
- W2127413904 date "1995-01-01" @default.
- W2127413904 modified "2023-09-26" @default.
- W2127413904 title "Seismic Retrofit of Reinforced Concrete Buildings Designed for Gravity Loads: Performance of Structural Model" @default.
- W2127413904 doi "https://doi.org/10.14359/9665" @default.
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