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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.60 No.3
- 발행연도
- 2016.1
- 수록면
- 471 - 488 (18page)
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초록· 키워드
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This study predicts the strength of rotary brace damper by analyzing a new set of probabilistic models using the usual method of multiple linear regressions (MLR) and advanced machine-learning methods of multivariate adaptive regression splines (MARS), Rotary brace damper can be easily assembled with high energy-dissipation capability. To investigate the behavior of this damper in structures, a steel frame is modeled with this device subjected to monotonic and cyclic loading. Several response parameters are considered, and the performance of damper in reducing each response is evaluated. MLR and MARS methods were used to predict the strength of this damper. Displacement was determined to be the most effective parameter of damper strength, whereas the thickness did not exhibit any effect. Adding thickness parameter as inputs to MARS and MLR models did not increase the accuracies of the models in predicting the strength of this damper. The MARS model with a root mean square error (RMSE) of 0.127 and mean absolute error (MAE) of 0.090 performed better than the MLR model with an RMSE of 0.221 and MAE of 0.181.
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참고문헌 (54)
참고문헌 신청
Abdulrahman, A. / 2011 / Inhibition of corrosion of mild steel in hydrochloric acid by Bambusa arundinacea / Int. Rev. Mech. Eng 5(1):59~63
Alhajri, T. / 2016 / Behavior of pre-cast U-shaped composite beam integrating cold-formed steel with ferro-cement slab / Thin Wall. Struct 102:18~29
Ataei, A. / 2015 / Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors / Eng. Struct 99:616~630
Azimi, M. / 2014 / Energy absorption capacity of reinforced concrete beam-column connections, with ductility classes low / Am. J. Civil Eng. Arch 2(1):42~52
Azimi, M. / 2015 / Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements / Lat. Am. J. Solid. Struct 12(4):787~807
Alhajri, T. / 2016 / Behavior of pre-cast U-shaped composite beam integrating cold-formed steel with ferro-cement slab / Thin Wall. Struct 102:18~29
Ataei, A. / 2015 / Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors / Eng. Struct 99:616~630
Azimi, M. / 2014 / Energy absorption capacity of reinforced concrete beam-column connections, with ductility classes low / Am. J. Civil Eng. Arch 2(1):42~52
Azimi, M. / 2015 / Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements / Lat. Am. J. Solid. Struct 12(4):787~807
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