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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.31 No.6
- 발행연도
- 2019.1
- 수록면
- 629 - 640 (12page)
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초록· 키워드
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The investigation of retaining wall structures behavior under dynamic loads is considered as one of important parts for designing such structures. Generally, the performance of these structures is under the influence of the environment conditions and their geometry. The aim of this research is to design retaining wall structures based on smart and optimal systems. The use of accuracy and speed to assess the structures under different conditions is one of the important parts sought by designers. Therefore, optimal and smart systems are able to have better addressing these problems. Using numerical and coding methods, this research investigates the retaining wall structure design under different dynamic conditions. More than 9500 models were constructed and considered for modelling design. These designs include height and thickness of the wall, soil density, rock density, soil friction angle, and peak ground acceleration (PGA) variables. Accordingly, a neural network system was developed to establish an appropriate relationship between data to obtain safety factor (SF) of retaining walls under different seismic conditions. Different parameters were analyzed and the effect of each parameter was assessed separately. According to these analyses, the structure optimization was performed to increase the SF values. The optimal and smart design showed that under different PGA conditions, the structure performance can be appropriately improved while utilization of the initial (or basic) parameters leads to the structure failure. Therefore, by increasing accuracy and speed, smart methods could improve the retaining structure performance in controlling the wall failure. The intelligent design process of this study can be applied to some other civil engineering applications such as slope stability.
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참고문헌 (98)
참고문헌 신청
Abedini, M. / 2019 / Large Deflection Behavior Effect in Reinforced Concrete Columns Exposed to Extreme Dynamic Loads / Front. Struct. Civil Eng. 32
Aghakhani, M. / 2015 / A simple modification of homotopy perturbation method for the solution of Blasius equation in semi-infinite domains / Math. Problems Eng 7
Amiri, B. / 2018 / The effect of diagonal stiffeners on the behaviour of stiffened steel plate shear wall / J. Computat. Eng. Phys. Model 1(1):61~71
Arabnejad Khanouki, M. M. / 2010 / Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses / Proceedings of the 4th International Conference on Steel & Composite Structures
Armaghani, D. J. / 2018 / Feasibility of ICA in approximating ground vibration resulting from mine blasting / Neural Comput. Appl 29(9):457~465
Aghakhani, M. / 2015 / A simple modification of homotopy perturbation method for the solution of Blasius equation in semi-infinite domains / Math. Problems Eng 7
Amiri, B. / 2018 / The effect of diagonal stiffeners on the behaviour of stiffened steel plate shear wall / J. Computat. Eng. Phys. Model 1(1):61~71
Arabnejad Khanouki, M. M. / 2010 / Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses / Proceedings of the 4th International Conference on Steel & Composite Structures
Armaghani, D. J. / 2018 / Feasibility of ICA in approximating ground vibration resulting from mine blasting / Neural Comput. Appl 29(9):457~465
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