Enhancing seismic performance of structures: A comprehensive review of hybrid passive energy dissipation devices

被引:0
|
作者
Almajhali, Khalil Yahya Mohammed [1 ]
He, Minjuan [1 ]
Alhaddad, Wael [1 ]
机构
[1] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
关键词
Hybrid devices; Vibration control behavior; Capacity for dissipating energy; Seismic protection; Peak Ground Acceleration; Story drift; Installation Mechanism; OPTIMAL DAMPER PLACEMENT; NEGATIVE-STIFFNESS DAMPERS; FLUID-VISCOUS DAMPERS; STEEL SLIT DAMPER; ADJACENT STRUCTURES; BUILDING STRUCTURES; COMBINED BEHAVIOR; FRICTION DAMPERS; DESIGN; EARTHQUAKE;
D O I
10.1016/j.istruc.2024.107223
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
When an earthquake occurs, a substantial amount of elastic strain energy is released, and its intensity is typically measured by Peak Ground Acceleration (PGA). Installing dampers in buildings is a recognized method for dissipating this energy. Passive energy dissipation devices perform effectively under both high and low PGA conditions. Hybrid dampers combine two or more devices into a single unit and are designed to overcome individual weaknesses and enhance overall strength. This study provides a comprehensive review of hybrid passive energy-dissipating devices, emphasizing their crucial role in enhancing the seismic performance of structures. Hybrid dampers are instrumental in reducing roof displacement, drift, inter-story movement, floor acceleration, and base shear, thus significantly improving seismic resilience. The review also outlines various types of devices that are combined to create hybrid dampers, highlighting their importance in ongoing research. Despite numerous numerical analyses and experimental tests, research into implementing hybrid dampers in concrete structures remains limited. Consequently, there is a significant opportunity for improvement, design, development, and implementation of hybrid damping devices in buildings. These devices offer superior vibration control characteristics, making them an attractive option for enhancing the overall structural stability of structures.
引用
收藏
页数:24
相关论文
共 50 条
  • [21] A low damage and ductile rocking timber wall with passive energy dissipation devices
    Loo, Wei Yuen
    Quenneville, Pierre
    Chouw, Nawawi
    EARTHQUAKES AND STRUCTURES, 2015, 9 (01) : 127 - 143
  • [22] Seismic Energy Dissipation of Inelastic Structures with Multiple Tuned Mass Dampers
    Wong, Kevin K. F.
    Johnson, Jerod
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2009, 135 (04): : 265 - 275
  • [23] An investigation of the effects of structural nonlinearity on the seismic performance degradation of active and passive control systems used for supplemental energy dissipation
    Khansefid, Ali
    Ahmadizadeh, Mehdi
    JOURNAL OF VIBRATION AND CONTROL, 2016, 22 (16) : 3544 - 3554
  • [24] Modeling of energy dissipation in structural devices and foundation soil during seismic loading
    Gajan, Sivapalan
    Saravanathiiban, Duraisamy S.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2011, 31 (08) : 1106 - 1122
  • [25] Shape optimization of metallic yielding devices for passive mitigation of seismic energy
    Ghabraie, Kazem
    Chan, Ricky
    Huang, Xiaodong
    Xie, Yi Min
    ENGINEERING STRUCTURES, 2010, 32 (08) : 2258 - 2267
  • [26] Seismic response of steel frame structures with hybrid passive control systems
    Marshall, Justin D.
    Charney, Finley A.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (04): : 715 - 733
  • [27] Response mitigation performance and energy dissipation enhancement of tuned viscous mass damper applied on adjacent structures
    Hao, Linfei
    He, Hui
    Tan, Ping
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 150
  • [28] Finite element modelling of an innovative passive energy dissipation device for seismic hazard mitigation
    Titirla, Magdalini D.
    Papadopoulos, Panikos K.
    Doudoumis, Ioannis N.
    ENGINEERING STRUCTURES, 2018, 168 : 218 - 228
  • [29] Passive Energy Dissipation Enhancement of Linear Frame Structures by the Damped Cable System
    Sorace, S.
    Terenzi, G.
    11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013, PTS 1 AND 2 (ICNAAM 2013), 2013, 1558 : 2470 - 2473
  • [30] Comprehensive Assessment of the Seismic Performance of an Innovative Hybrid Semiactive and Passive State Control System for a Low-Degree-of-Freedom Structure Using Real-Time Hybrid Simulation
    Castillo, Bryan
    Ceron, Diego F.
    Vides, Sharick M.
    Marulanda, Johannio
    Thomson, Peter
    STRUCTURAL CONTROL & HEALTH MONITORING, 2024, 2024