Design and Parameter Optimization of the Soil-Structure Interaction on Structures with Electromagnetic Damper

被引：5
作者：
Kang, Xiaofang [1 ,2 ]
Wu, Zongqin [1 ,2 ]
Wu, Jian [1 ,2 ]
Huang, Qiwen [1 ]
Ou, Boyang [1 ]
Lei, Shancheng [3 ]
机构：
[1] Anhui Jianzhu Univ, Sch Civil Engn, Hefei 230601, Peoples R China
[2] Anhui Jianzhu Univ, Key Lab Intelligent Underground Detect Technol, Hefei 230601, Peoples R China
[3] Changsha Univ Sci & Technol, Chengnan Coll, Changsha 410015, Peoples R China
来源：
BUILDINGS | 2023年 / 13卷 / 07期
关键词：
soil-structure interaction; H-2; norm; Monte Carlo-mode searching method; energy harvesting; electromagnetic damper; TUNED MASS DAMPERS; PASSIVE CONTROL; BUILDING STRUCTURES; HIGHRISE BUILDINGS; SEMIACTIVE CONTROL; SEISMIC RESPONSE; CONTROL-SYSTEMS; FOUNDATION; SIMULATION; TMD;
D O I：
10.3390/buildings13071655
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Currently, the application of electromagnetic dampers in structural vibration control and energy harvesting has become increasingly widespread. The optimization research of electromagnetic dampers in building design has also received more attention. Previous studies on vibration control of building structures with electromagnetic dampers have been conducted under fixed foundations, neglecting the effect of soil-structure interaction on building structures with electromagnetic dampers. The main contribution of this paper is to fill the research gap in the study of building structural vibration control with electromagnetic dampers considering soil-structure interaction. An effective design and parameter optimization method for building structures with both soil-structure interaction and electromagnetic energy harvesting is explored. The soil-structure interaction is taken into account, and the building model with electromagnetic dampers is improved to form a coupled vibration reduction system with both structural vibration control and energy harvesting functions. The dynamic equations of the system with both structural vibration control and energy harvesting are derived and then optimized using the H-2 norm criterion and Monte Carlo-mode search method. A single-layer building structure is used as an example to study the influence of soil-structure interaction on building structures equipped with electromagnetic dampers under strong earthquake action. The dynamic response and energy harvesting of building structures under earthquake action considering soil-structure interaction are analyzed and evaluated. The results show that the influence of soil-structure interaction on building structures equipped with electromagnetic dampers needs to be considered. As the soil density decreases, the dynamic response of the building structure under earthquake action becomes larger using the electromagnetic damper system. Compared to the use of fixed foundations, the energy harvesting effect of building structures with electromagnetic dampers is weakened when considering soil-structure interactions.Definition:
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页数：23
相关论文
共 57 条
[1]   Simulation analysis of TMD controlled building subjected to far- and near-fault records considering soil-structure interaction [J].
Abd-Elhamed, Ayman ;
Mahmoud, Sayed .
JOURNAL OF BUILDING ENGINEERING, 2019, 26
[2]   A bidirectional and homogeneous tuned mass damper:: A new device for passive control of vibrations [J].
Almazan, Jose L. ;
De la Llera, Juan C. ;
Inaudi, Jose A. ;
Lopez-Garcia, Diego ;
Izquierdo, Luis E. .
ENGINEERING STRUCTURES, 2007, 29 (07) :1548-1560
[3]   A grounded inerter-based oscillating TMD for suppressing harmonic and random vibrations [J].
Barredo, Eduardo ;
Zhao, Zhipeng ;
Mazon-Valadez, C. ;
Larios, J. G. Mendoza ;
Maldonado, I. A. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2023, 254
[4]  
Behrens S., 2004, P SMART STRUCT MAT 2
[5]   Damping effects of the passive control devices on structural vibration control: TMD, TLC and TLCD for varying total masses [J].
Bigdeli, Yasser ;
Kim, Dookie .
KSCE JOURNAL OF CIVIL ENGINEERING, 2016, 20 (01) :301-308
[6]   Impact of soil-structure interaction on structures with inerter system [J].
Chen, Qingjun ;
Zhao, Zhipeng ;
Zhang, Ruifu ;
Pan, Chao .
JOURNAL OF SOUND AND VIBRATION, 2018, 433 :1-15
[7]  
Chopra A.K., 1974, EARTHQ ENG STRUCT D, V3, P65, DOI [10.1002/eqe.4290030106, DOI 10.1002/EQE.4290030106]
[8]   H2 Optimization of Electricity-Generating Tuned Mass Dampers for Simultaneous Vibration Control and Energy Harvesting [J].
Cui, Wen ;
Tang, Xiudong ;
Zuo, Lei .
ACTIVE AND PASSIVE SMART STRUCTURES AND INTEGRATED SYSTEMS 2013, 2013, 8688
[9]   Single and multiple TMD optimization to control seismic response of nonlinear structures [J].
Domizio, Martin ;
Garrido, Hernan ;
Ambrosini, Daniel .
ENGINEERING STRUCTURES, 2022, 252
[10]   Optimal TMD design for torsional balance of asymmetrical 3D structures considering soil-structure interaction [J].
Espinoza, Gilda ;
Casanova, Euro ;
Benedetti, Franco ;
Mena, Richard ;
Luis Almazan, Jose .
STRUCTURAL CONTROL & HEALTH MONITORING, 2022, 29 (01)
123456