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Erschienen in:
Steel and Composite Shear Walls - Two High-Performance Lateral Force Resisting Systems Kapitel lesen Erstes Kapitel lesen

2022 | OriginalPaper | Buchkapitel

The Optimised Sliding Hinge Joint (OSHJ): Overview and First Application to a Project

verfasst von : Shahab Ramhormozian, Charles Clifton, Sean Gledhill

Erschienen in: Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas

Verlag: Springer International Publishing

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Abstract

The Optimised Sliding Hinge Joint (OSHJ) is based on a significant enhancement of the Sliding Hinge Joint (SHJ) originally created for Moment Resisting Steel Framed (MRSF) buildings. The traditional SHJ offered a significant advance over traditional rigid moment frames but had a limitation of suffering post-earthquake loss of strength and stiffness. This response meant that during subsequent events, a building’s lateral bracing system could experience increased displacements and have increased potential for damage. Post-shaking this could result in post-event residual drift and make the building too flexible for subsequent lateral loading from wind or earthquake. The OSHJ addresses these weaknesses recognised during testing and research carried out over the last fifteen years.
The OSHJ presents a significant step forward in the seismic behaviour with the creation of a connection that deserves the moniker of a “low damage” steel-framed joint. The OSHJ enhances protection provided to buildings from suffering structural damage during large earthquakes. In subsequent aftershocks the joint continues to respond without significant loss of stiffness and facilitates building recentring.
This paper outlines the OSHJ characteristics followed by reporting its first implementation in three multi-storey buildings in Hamilton, New Zealand, as a result of a collaboration between AUT, UoA, Beca, and other industrial parties.

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Vorheriges Kapitel Studies on Moment-Resisting Fuse Link Beam-To-Column Connection for Seismic Resilient Steel Moment Frame Buildings
Nächstes Kapitel Replaceable Brace Modules for Concentrically Braced Frames: Test Results from Substructure with Moment-Resisting Beam-Column Connections
Literatur
1.
Pall AS: Limited slip bolted joints–a device to control the seismic response of large panel structures. In: Centre for Building Studies. Concordia University, Montreal, Quebec, Canada (1979)
2.
Pall AS, Marsh C (1982) Response of friction damped braced frames. J Struct Eng 108(9):1313–1323
3.
Filiatrault A, Cherry S (1987) Performance evaluation of friction damped braced steel frames under simulated earthquake loads. Earthq Spectra 3(1):57–78CrossRef
4.
FitzGerald TF et al (1989) Slotted bolted connections in aseismic design for concentrically braced connections. Earthq Spectra 5(2):383–391CrossRef
5.
Christopoulos C et al (2008) Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation. J Struct Eng 134(1):96–107CrossRef
6.
MacRae GA et al (2010) The sliding hinge joint moment connection. Bull N Z Soc Earthq Eng 43(3):202
7.
Grigorian CE, Popov EP (1994) Energy dissipation with slotted bolted connections. 1994, Earthquake Engineering Research Centre: Berkeley, California
8.
Latour M, Piluso V, Rizzano G (2014) Experimental analysis on friction materials for supplemental damping devices. Constr Build Mater 65:159–176CrossRef
9.
Clifton GC (2005) Semi-rigid joints for moment-resisting steel framed seismic-resisting systems. In: Department of Civil and Environmental Engineering. 2005, University of Auckland, Auckland, New Zealand
10.
Khoo HH (2013) Development of the low damage self-centering sliding hinge joint. In: Department of Civil and Environmental Engineering. 2013, University of Auckland, Auckland, New Zealand
11.
Ramhormozian S (2018) Enhancement of the sliding hinge joint connection with belleville springs. In: Department of Civil and Environmental Engineering. 2018, University of Auckland, Auckland, New Zealand
12.
Iyama J et al (2009) Self-centering MRFs with bottom flange friction devices under earthquake loading. J Constr Steel Res 65(2):314–325CrossRef
13.
Tsai KC et al (2008) Seismic self-centering steel beam-to-column moment connections using bolted friction devices. Earthquake Eng Struct Dyn 37(4):627–645MathSciNetCrossRef
14.
Rojas P, Ricles J, Sause R (2005) Seismic performance of post-tensioned steel moment resisting frames with friction devices. J Struct Eng 131(4):529–540CrossRef
15.
Wolski M, Ricles JM, Sause R (2009) Experimental study of a self-centering beam–column connection with bottom flange friction device. J Struct Eng 135(5):479–488CrossRef
16.
Tremblay R, Lacerte M, Christopoulos C (2008) Seismic response of multistory buildings with self-centering energy dissipative steel braces. J Struct Eng 134(1):108–120CrossRef
17.
Golondrino JC et al (2013) Hysteretic behavior of symmetrical friction connections (SFC) using different steel grade shims. In: 10th Pacific Structural Steel Conference. Singapore
18.
Zhu S, Zhang Y (2008) Seismic analysis of concentrically braced frame systems with self-centering friction damping braces. J Struct Eng 134(1):121–131MathSciNetCrossRef
19.
Loo WY, Quenneville P, Chouw N (2014) A new type of symmetric slip-friction connector. J Constr Steel Res 94:11–22CrossRef
20.
Borzouie J et al (2015) Experimental studies on cyclic performance of column base strong axis–aligned asymmetric friction connections. J Struct Eng 04015078
21.
Borzouie J et al (2015) Experimental studies on cyclic performance of column base weak axis aligned asymmetric friction connection. J Constr Steel Res 112:252–262CrossRef
22.
Leung HK et al (2015) Experimental studies of eccentrically braced frame with rotational bolted active links. In: 8th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA). Shanghai, China
23.
Tremblay R (1993) Seismic behavior and design of friction concentrically braced frames for steel buildings. The University of British Columbia
24.
MacRae G, Clifton C (2013) Low damage design of steel structures. In: 2013 Steel Construction New Zealand: Steel Innovations 2013 Workshop, Christchurch, New Zealand
25.
Hamburger RO, Frank K (1994) Performance of welded steel moment connections–lssues related to materials and mechanical properties. In: The Workshop on Steel Seismic lssues, USA
26.
Engelhardt MD (2001) Ductile detailing of steel moment frames: basic concepts, recent developments and unresolved issues. In: XIII Mexican Conference on Earthquake Engineering, Guadalajara, Mexico
27.
Ramhormozian S et al (2017) Stiffness-based approach for Belleville springs use in friction sliding structural connections. J Constr Steel Res 138(Supplement C): 340–356
28.
Ramhormozian S et al (2017) An experimental study on the asymmetric friction connection (AFC) optimum installed bolt tension. In NZSEE Annual Technical Conference and 15th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. 2017: Wellington, New Zealand
29.
Ramhormozian S et al (2018) The sliding hinge joint: final steps towards an optimum low damage seismic-resistant steel system. Key Eng Mater 763:751–760CrossRef
30.
Ramhormozian S et al (2019) Experimental studies on Belleville springs use in the sliding hinge joint connection. J Constr Steel Res 159:81–94CrossRef
31.
Ramhormozian S, Clifton GC (2020) Optimised Sliding Hinge Joint (OSHJ): Design and Installation Guide for a Low Damage Seismic Resisting System–R4–155. 2020: Heavy Engineering Research Association (HERA), Auckland, New Zealand
32.
Ramhormozian S et al (2021) The optimised sliding hinge joint (OSHJ): design, detail, and implementation in practice. In: 2021 New Zealand Society for Earthquake Engineering (NZSEE) Annual Technical Conference. 2021. Christchurch, New Zealand
33.
AUT (2021): Limiting seismic damage in new builds. Auckland University of Technology (AUT)
34.
Macrae G et al (2020) Robust friction building shaking table testing overview
35.
Phan T et al (2020) Development of a virtual construction approach for steel structures considering structural and non- structural elements, and installation equipment
36.
Yan Z et al (2020) Shake table testing of a near full scale three-storey friction based low damage steel structure: structural design and detailing
37.
Yan Z et al (2020) Shaking Table Testing of a Three Storey Steel Frame Building Incorporating Friction-Based Connections: Structural Design and Detailing
38.
Yan Z et al (2021) Three-storey configurable steel framed building incorporating friction based energy dissipaters: structural configuration and instrumentation
39.
Zhang R et al (2022) Strong axis low-damage performance of rocking column-base joints with asymmetric friction connections. J Constr Steel Res 191:107175
Metadaten
Titel
The Optimised Sliding Hinge Joint (OSHJ): Overview and First Application to a Project
verfasst von
Shahab Ramhormozian
Charles Clifton
Sean Gledhill
Copyright-Jahr
2022
Buch
Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas

Print ISBN: 978-3-031-03810-5

Electronic ISBN: 978-3-031-03811-2

Copyright-Jahr: 2022

DOI
https://doi.org/10.1007/978-3-031-03811-2_92

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