Self-adaptive approach for optimisation of passive control systems for seismic resistant buildings

2018 ◽  
Vol 16 (7) ◽  
pp. 3171-3194 ◽  
Author(s):  
Yasser Eljajeh ◽  
Mihail Petkovski
Keyword(s):  
Control Systems ◽  
Passive Control ◽  
Adaptive Approach ◽  
Seismic Resistant ◽  
Self Adaptive

scholarly journals A Self-Adaptive Approach for Mobile Wireless Sensors to Achieve Energy Efficient Information Transmission

IEEE Access ◽  
2020 ◽  
Vol 8 ◽  
pp. 86296-86304
Author(s):  
Xing Su ◽  
Zhi Cai ◽  
Xibin Jia ◽  
Limin Guo ◽  
Zhiming Ding
Keyword(s):  
Information Transmission ◽  
Energy Efficient ◽  
Wireless Sensors ◽  
Mobile Wireless ◽  
Adaptive Approach ◽  
Efficient Information ◽  
Self Adaptive

Periodic Material-Based Passive Control Systems for Engineering Structures

2018 ◽  
Author(s):  
Witarto Witarto ◽  
Shiang-Jung Wang ◽  
Cho-Yen Yang ◽  
Xin Nie ◽  
Y. L. Mo ◽  
...  
Keyword(s):  
Control Systems ◽  
Passive Control ◽  
Engineering Structures

An efficient and self-adaptive approach forQvalue optimization

2016 ◽  
Vol 65 (1) ◽  
pp. 280-291 ◽  
Author(s):  
Gulan Zhang ◽  
Ximing Wang ◽  
Zhenhua He
Keyword(s):  
Adaptive Approach ◽  
Self Adaptive

Control of Full-Size Frame Structures via Optimum Tuned Mass Dampers

2021 ◽  
Vol 10 (1) ◽  
pp. 47-61
Author(s):  
Apaer Mubuli ◽  
Sinan Melih Nigdeli ◽  
Gebrail Bekdaş
Keyword(s):  
Control Systems ◽  
Structural Control ◽  
Passive Control ◽  
Structural Model ◽  
Frame Structures ◽  
Tuned Mass Dampers ◽  
Element Analysis ◽  
Quarter Century ◽  
Full Size ◽  
Stiffness Properties

Structural control techniques are widely used to reduce the maximum values of the vibrations caused by strong earthquakes and winds and to rapidly dampen them. Among them, passive control systems have been used effectively to protect structural and non-structural elements from the destructive effects of earthquakes in the past quarter-century. Tuned mass dampers (TMD) that are part of passive control systems have been widely used in civil structures with their alternative benefits. In this study, the optimal adjustment of the parameters of a passive TMD placed on the top floor of the 10-story symmetrical structure was performed by a metaheuristic method called Jaya algorithm. The structural model was modeled in the SAP2000 finite element analysis software to obtain mass and stiffness properties. The results of the numerical analysis showed that the optimization of the TMD parameters is highly effective in reducing the total shear forces of the base of the full-size frame structures and reducing displacement in the event of seismic loads.

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