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    Shaking table testing of a three-storey steel frame building incorporating friction-based connections : Structural design and detailing (2020)

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    Type of Content
    Conference Contributions - Published
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    https://hdl.handle.net/10092/102341
    
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    • Engineering: Conference Contributions [2307]
    Authors
    Yan Z
    Ramhormozian S
    Clifton C
    Bagheri H
    MacRae G
    Quenneville P
    Zhao X
    Jia LJ
    Xiang P
    Dhakal, Rajesh cc
    show all
    Alternative Title
    Shake table testing of a near full scale three-storey friction based low damage steel structure: Structural design and detailing
    Abstract

    Recent severe earthquakes, such as Christchurch earthquake series, worldwide have put emphasis on building resilience. In resilient systems, not only life is protected, but also undesirable economic effects of building repair or replacement are minimized following a severe earthquake. Friction connections are one way of providing structure resilience. These include the sliding hinge joint with asymmetric friction connections (SHJAFCs) in beam-to-column connections of the moment resisting steel frames (MRSFs), and the symmetric friction connections (SFCs) in braces of the braced frames. Experimental and numerical studies on components have been conducted internationally. However, actual building performance depends on the many interactions, occurring within a whole building system, which may be difficult to determine accurately by numerical modelling or testing of structural components alone. Dynamic inelastic testing of a full-scale multi-storey composite floor building with full range of non-structural elements (NSEs) has not yet been performed, so it is unclear if surprises are likely to occur in such a system. A 9 m tall three-storey configurable steel framed composite floor building incorporating friction-based connections is to be tested using two linked bi-directional shake tables at the International joint research Laboratory of Earthquake Engineering (ILEE) facilities, Shanghai, China. Beams and columns are designed to remain elastic during an earthquake event, with all non-linear behaviour occurring through stable sliding frictional behaviour, dissipating energy by SHJAFCs used in MRFs and SFCs in braced frames, with and without Belleville springs. Structural systems are configurable, allowing different moment and braced frame structural systems to be tested in two horizontal directions. In some cases, these systems interact with rocking frame or rocking column system in orthogonal directions subjected to unidirectional and bidirectional horizontal shaking. The structure is designed and detailed to undergo, at worst, minor damage under series of severe earthquakes. NSEs applied include precast-concrete panels, glass curtain walling, internal partitions, suspended ceilings, fire sprinkler piping as well as some other common contents. Some of the key design considerations are presented and discussed herein

    Citation
    Dhakal R, Yan Z, Ramhormozian S, Clifton C, Bagheri H, MacRae G, Quenneville P, Zhao X, Jia LJ, Xiang P (2020). Shaking table testing of a three-storey steel frame building incorporating friction-based connections: Structural design and detailing. Sendai, Japan: 17th World Conference on Earthquake Engineering (17WCEE). 27/09/2021-02/10/2021.
    This citation is automatically generated and may be unreliable. Use as a guide only.
    Keywords
    Resilience; SHJAFCs; SFCs; ILEE; NSEs
    ANZSRC Fields of Research
    40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
    40 - Engineering::4005 - Civil engineering::400510 - Structural engineering
    33 - Built environment and design::3302 - Building::330206 - Building science, technologies and systems
    Rights
    All rights reserved unless otherwise stated
    http://hdl.handle.net/10092/17651

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    • Shake Table Testing of a Near Full Scale Three-storey Friction Based Low Damage Steel Structure: Structural Design and Detailing 

      Yan Z; MacRae G; Dhakal, Rajesh; Bagheri, H; Clifton, G C; Quenneville, P; Ramhormozian, S; Zhao, X; Jia, L; Xiang, P (NZSEE, 2020)
      Recent severe earthquakes, such as the 2010-2011 Christchurch earthquake series, have put emphasis on building resilience all over the world. To achieve such resilience, procedures for low damage seismic design have been ...
    • Shaking Table Test of a Near Full Scale Low Damage Structural Steel Building: Structural Aspects 

      Yan Z; MacRae G; Dhakal, Rajesh; Bagheri, H; Clifton, C; Quenneville, P; Ramhormozian, S; Zhao, X; Jia, L; Xiang, P (NZSEE, 2019)
      Recent severe earthquakes worldwide have put emphasis on building resilience. To achieve this procedures for low damage seismic design have been developed to satisfy the life safety requirement and to minimize the ...
    • A low-damage steel structure using resilient slip friction joint for a full-scale shaking table test 

      Bagheri H; Hashemi A; Zarnani P; Quenneville P; Yan Z; Clifton C; MacRae G; Zhao X; Jia L-J; Xiang P; Dhakal, Rajesh (2020)
      The objective of this study is to present the design and numerical analysis for some structural applications of Resilient Slip Friction Joint (RSFJ) as low-damage structural systems in a steel structure for shaking table ...
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