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- W4239756656 abstract "To design steel structures more efficiently, it is necessary to appropriately evaluate the earthquake resistance performance of steel structures. In this study, we conducted cyclic loading tests of steel column members and steel frame pier models. Based on the test results, we investigated a quantitative evaluation method of steel members load carrying capacity and ductility and their hysteresis property. In addition, we investigated a method for evaluating earthquake resistance performance of steel rigid frame piers by using a simple analytical model." @default.
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- W4239756656 date "1999-01-01" @default.
- W4239756656 modified "2023-09-26" @default.
- W4239756656 title "Ductility and Hysteresis Model of Steel Column Members." @default.
- W4239756656 doi "https://doi.org/10.2219/rtriqr.40.177" @default.
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