Behavior of Quintuple Friction Pendulum System Under Near-Fault Earthquakes

被引:14
|
作者
Sodha, A. H. [1 ]
Soni, D. P. [2 ]
Desai, M. K. [1 ]
Kumar, S. [1 ]
机构
[1] Sardar Vallabhbhai Natl Inst Technol Surat SVNIT, Appl Mech Dept, Surat 395007, Gujarat, India
[2] Sardar Vallabhbhai Patel Inst Technol, Dept Civil Engn, Vasad 388306, Gujarat, India
关键词
Seismic isolation; quintuple friction pendulum system; multi hazard level earthquake; near-fault with forward directivity; fing-step; SEISMIC ISOLATION; FLING STEP; ISOLATOR; DIRECTIVITY; BEARINGS;
D O I
10.1142/S1793431117500178
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The Quintuple Friction Pendulum (QTFP) system is a new generation sliding isolation having six spherical sliding surfaces with five effective pendula. Due to multiple sliding surfaces, QTFP system shows highly adaptive behavior under different hazard level of earthquakes, despite being a passive system. The paper describes mathematical model and seismic response of QTFP system under 60 earthquake records consisting of service level, design basis and maximum considered earthquakes. To study the erect of directivity focusing and fling step, additional 15 records consist of far-field, near-fault with forward directivity and fling step erect are also considered. Three types of effective period and effective damping in combination with two different displacement capacities of QTFP bearing resulting in six isolator designs are considered. The seismic demand parameters like base shear, top floor absolute acceleration and isolator displacement have been studied. It is found that the QTFP bearing stir ens at low input, softens with increasing input, and then stiffens again at higher levels of input. Thus, it shows highly adaptive behavior under different hazard levels of earthquake. Further, due to forward and backward momentum conveyed by the directivity pulse, near-fault directivity effect imposes higher demand compared to fling step containing only forward momentum.
引用
收藏
页数:23
相关论文
共 50 条
  • [21] Acceleration amplification due to rotational components of near-fault earthquakes in triple concave friction pendulum base-isolated structures
    Tajammolian, Hamed
    Khoshnoudian, Faramarz
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2018, 45 (04) : 314 - 327
  • [22] Behavior factors for nonlinear structures subjected to multiple near-fault earthquakes
    Hatzigeorgiou, G. D.
    COMPUTERS & STRUCTURES, 2010, 88 (5-6) : 309 - 321
  • [23] Quintuple Friction Pendulum Isolator: Behavior, Modeling, and Validation
    Lee, Donghun
    Constantinou, Michael C.
    EARTHQUAKE SPECTRA, 2016, 32 (03) : 1607 - 1626
  • [24] The Effects of Near-fault Ground Motions on Optimized Triple Friction Pendulum in Asymmetric Superstructures
    Amirmahmoud Behzadi
    Gholamreza Abdollahzadeh
    KSCE Journal of Civil Engineering, 2023, 27 : 3990 - 4000
  • [25] The Effects of Near-fault Ground Motions on Optimized Triple Friction Pendulum in Asymmetric Superstructures
    Behzadi, Amirmahmoud
    Abdollahzadeh, Gholamreza
    KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 27 (09) : 3990 - 4000
  • [26] Simulated Response of Bridges with Advanced Materials under Near-Fault Earthquakes
    Cruz-Noguez, Carlos A.
    Saiidi, Mehdi
    LATEST TRENDS ON ENGINEERING MECHANICS, STRUCTURES, ENGINEERING GEOLOGY, 2010, : 429 - +
  • [27] Hybrid RNC-isolation of Structures Under Near-fault Earthquakes
    Ismail, Mohammed
    Pozo, Francesc
    Rodellar, Jose
    2012 AMERICAN CONTROL CONFERENCE (ACC), 2012, : 6132 - 6139
  • [28] Seismic damage analysis of Yematan Bridge under near-fault earthquakes
    Zu, Lin
    Huang, Yong
    Li, Wenshan
    Zhang, Haoyu
    Cai, Liwen
    STRUCTURES, 2022, 41 : 586 - 601
  • [29] Performance assessment of buildings isolated with S-FBI system under near-fault earthquakes
    Ozbulut, Osman E.
    Silwal, Baikuntha
    SMART STRUCTURES AND SYSTEMS, 2016, 17 (05) : 709 - 724
  • [30] Pounding behavior of high-speed railway simple supported bridges under the near-fault earthquakes
    Meng, Xian-Feng
    Zhu, Xi
    Beijing Jiaotong Daxue Xuebao/Journal of Beijing Jiaotong University, 2006, 30 (04): : 73 - 76