Vertical and Lateral Behavior of Unbonded Fiber-Reinforced Elastomeric Isolators

被引:24
|
作者
Al-Anany, Yasser M. [1 ]
Van Engelen, Niel C. [2 ]
Tait, Michael J. [3 ]
机构
[1] Associated Engn Ont Ltd, 110A Hannover Dr, St Catharines, ON L2W 1A4, Canada
[2] Rowan Williams Davies & Irwin Inc, 600 Southgate Dr, Guelph, ON N1G 4P6, Canada
[3] McMaster Univ, Dept Civil Engn, 1280 Main St West, Hamilton, ON L8S 4L7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
HIGH DAMPING RUBBERS; FINITE-ELEMENT-ANALYSIS; SEISMIC ISOLATION; NUMERICAL VERIFICATION; COMPRESSION; BEARINGS; IDENTIFICATION; PERFORMANCE; STIFFNESS; DESIGN;
D O I
10.1061/(ASCE)CC.1943-5614.0000794
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fiber-reinforced elastomeric isolators (FREIs) are relatively lightweight, can be cut to the required size from larger pads, and can be placed unbonded (i.e., unfastened) between the supports. The two major geometric parameters that influence the vertical and lateral response of unbonded fiber-reinforced elastomeric isolators (U-FREIs) are the shape factor and the aspect ratio. The vertical response is strongly influenced by the shape factor, while the aspect ratio is the controlling parameter for the stable response of U-FREIs under lateral displacement. This paper describes an experimental study on the vertical and lateral response of U-FREIs under different loading conditions in both the lateral and vertical directions. Three U-FREIs, with different aspect ratios and shape factors, were tested using a multiload test apparatus. Results from vertical tests indicate that, in addition to the shape factor, the vertical stiffness is influenced by the vertical rate of loading. Furthermore, it was found that the static lateral offset did not significantly affect the vertical stiffness of the isolators considered. These observations are in part attributed to the composite action of the fiber reinforcement and the elastomer. (c) 2017 American Society of Civil Engineers.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Model of the Shear Behavior of Unbonded Fiber-Reinforced Elastomeric Isolators
    Van Engelen, Niel C.
    Tait, Michael J.
    Konstantinidis, Dimitrios
    JOURNAL OF STRUCTURAL ENGINEERING, 2015, 141 (07)
  • [2] Effect of Temperature on the Response of Unbonded Fiber-Reinforced Elastomeric Isolators
    Sciascetti, Alexander
    Tait, Michael
    JOURNAL OF STRUCTURAL ENGINEERING, 2019, 145 (11)
  • [3] Sliding instability of fiber-reinforced elastomeric isolators in unbonded applications
    Russo, Gaetano
    Pauletta, Margherita
    ENGINEERING STRUCTURES, 2013, 48 : 70 - 80
  • [4] Unbonded Fiber-Reinforced Elastomeric Isolators for Isolating Masonry Buildings
    Prakash, Shiv
    Jangid, R. S.
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2024, 29 (02)
  • [5] Implementation, Verification, and Validation of an Impact Model for Lateral Numerical Modeling of Unbonded Fiber-Reinforced Elastomeric Isolators
    Sheikh, Hediyeh
    Ruparathna, Rajeev
    Van Engelen, Niel C.
    JOURNAL OF STRUCTURAL ENGINEERING, 2023, 149 (11)
  • [6] Bi-directional loading of unbonded rectangular fiber-reinforced elastomeric isolators
    Sheikh, Hediyeh
    Ruparathna, Rajeev
    Van Engelen, Niel C.
    Engineering Structures, 2022, 251
  • [7] A Trilinear Hysteretic Model and Design Procedure for Unbonded Fiber-Reinforced Elastomeric Isolators
    Banerjee, Sarranya
    Matsagar, Vasant Annasaheb
    ENGINEERING STRUCTURES, 2024, 304
  • [8] Bi-directional loading of unbonded rectangular fiber-reinforced elastomeric isolators
    Sheikh, Hediyeh
    Ruparathna, Rajeev
    Van Engelen, Niel C.
    ENGINEERING STRUCTURES, 2022, 251
  • [9] Systematic design of unbonded fiber reinforced elastomeric isolators
    Ehsani, Behrang
    Toopchi-Nezhad, Hamid
    ENGINEERING STRUCTURES, 2017, 132 : 383 - 398
  • [10] Fiber-reinforced elastomeric isolators: A review
    Van Engelen, Niel C.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 125