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- W3208487656 abstract "Earthquakes most often induce damage to structures, resulting in the degradation or deterioration of integrity. In thispaper, based on the experimental study on 5 RC frames with different span length and different layout of buckling-restrainedbraces, the seismic damage evaluation law of RC frame with buckling-restrained braces was analyzed, and then the seismicdamage for different specimens was calculated using different damage models to study the damage evolution. By analyzing andcomparing the observation in test and the calculated results, it could be found that, damage evolution models including Gosainmodel, Hwang model as well as Ou model could better simulate the development of damage during cyclic loading. Therefore,these 3 models were utilized to analyze the development of damage to better demonstrate the evolution law for structures withdifferent layout of braces and under different axial compression ratios. The results showed that from all layouts of bracesstudied, the eccentrically braced frame behaved better under larger deformation with the damage growing slowly. It could bededuced that the link beam benefited the seismic performance of structure and alleviated the damage by absorbing high values ofenergy." @default.
- W3208487656 created "2021-11-08" @default.
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- W3208487656 date "2019-01-01" @default.
- W3208487656 modified "2023-09-23" @default.
- W3208487656 title "Analysis on damage of RC frames retrofitted with buckling-restrainedbraces based on estimation of damage index" @default.
- W3208487656 doi "https://doi.org/10.12989/sem.2019.70.6.781" @default.
- W3208487656 hasPublicationYear "2019" @default.
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