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
  • [1] Seismic performance assessment of structure with hybrid passive energy dissipation device
    Chukka, Naga Dheeraj Kumar Reddy
    Krishnamurthy, Muthumani
    STRUCTURES, 2020, 27 : 1246 - 1259
  • [2] Seismic performance of precast CFDST segmental column with hybrid energy dissipation devices
    Li, Chao
    Xiang, Yiwei
    Bi, Kaiming
    Cai, Chenzhi
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 197
  • [3] Experimental study on seismic performance of CFST frame structures with energy dissipation devices
    Ren, Fengming
    Zhou, Yun
    Zhang, Jiebiao
    Lin, Shaoming
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 90 : 120 - 132
  • [4] Energy dissipation technologies and seismic performance of structures
    Lee, GC
    Tong, M
    Wu, YH
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 113 - 122
  • [5] Review on passive energy dissipation devices and techniques of installation for high rise building structures
    Almajhali, Khalil Yahya Mohammed
    STRUCTURES, 2023, 51 : 1019 - 1029
  • [6] Shaking table investigations on the seismic performance of a steel frame with optimized passive energy dissipation devices
    Jaisee, Sujit
    Yue, Feng
    Chen, Liang
    Yin, Wenhan
    Gong, Hai
    Wang, Chenyang
    2019 INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL ENGINEERING, ENERGY RESOURCES AND ENVIRONMENT ENGINEERING, 2019, 330
  • [7] Enhancing Seismic Resilience: Evaluating Buildings with Passive Energy Dissipation Strategies
    Rasool, Ali Murtaza
    Afzal, Muhammad Faheem Ud Din
    Rashid, Muhammad Usman
    ENG, 2024, 5 (01): : 367 - 383
  • [9] A Unified Analysis Model for Energy Dissipation Devices Used in Seismic Structures
    Lu, Lyan-Ywan
    Lin, Ging-Long
    Lin, Chien-Hung
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2009, 24 (01) : 41 - 61
  • [10] Seismic design of structures with magnet-friction energy dissipation devices
    Liu, Guangyi
    Wang, Wei
    Xia, Guangting
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2007, 28 (SUPPL.): : 71 - 76