The sliding hinge joint moment connection


A new friction moment joint for steel framed structures is described. It has a similar cost to conventional construction and is designed such that there is negligible damage to the frame or slabs. Experimental testing shows that steel, brass or aluminium shims can provide satisfactory friction resistance and that there is almost no damage to the frame during design level displacements. A method for establishing the dependable friction force is developed considering construction tolerances and bolt moment-axial-force-shear interaction. A design methodology for the joint and a design example are provided.


Mackinven, H., MacRae, G.A., Pampanin, S., Clifton, G.C., Butterworth, J. Generation Four Steel Moment Frame Joints, Proceedings of the Pacific Conference on Earthquake Engineering (PCEE), Paper 200, Singapore, 05 – 07, December 2007.

Housner, G. The Behavior of Inverted Pendulum Structures during Earthquakes. Bulletin of the Seismological Society of America 1963; 53(2); 403-417.

Robinson, W.H. and Greenbank, L.R. An extrusion energy absorber suitable for the protection of structures during an earthquake. Earthquake Eng. Structural. Dynamics 1976; 4; 251–259. DOI:

Pall, A.S., Marsh, C., Fazio, P. Friction Joints for Seismic Control of Large Panel Structures, Journal of the Precast concrete Institute, 1980; 25 (6); 38-61. DOI:

Christopoulos, C., Filiautrault, A. Principles of Passive Supplemental Damping and Passive Isolation, IUSS PRESS, Pavia – Italy, 2006.

Arima, F., Miyazaki, M., Tanaka, H., Yamazaki, Y. A Study on Buildings with Large Damping Using Viscous Damping Walls, Proc. 9th World Conference on Earthquake Engineering, Tokyo/Kyoto, Japan, 1988.

Cheok, G., Stone, W., Lew, H.S. Partially Prestressed and Debonded Precast Concrete Beam-Column Joints, Proceedings of the 3rd Meeting of the US-Japan Joint Technology Coordinating Committee on Precast Seismic Structural Systems, November 1992.

Priestley, M.J.N. and MacRae, G.A. Seismic Tests of Precast Beam-to-Column Joint Subassemblages with Unbonded Tendons, PCI Journal, January-February 1996; 64-80. DOI:

Priestley, M.J.N. The PRESSS program - current status and proposed plans for Phase III, PCI Journal. Mar.-Apr 1996, 41(2); 22-40. DOI:

Priestley, M.J.N., Sritharan, S., Conley, J.R., Pampanin, S. Preliminary Results and Conclusions from the PRESSS Five-Storey Precast Concrete Test Building, PCI Journal, Nov-Dec 1999; 44(6); 42-67. DOI:

Umarani, C., MacRae, G.A. A New Concept For Consideration Of Slab Effects On Building Seismic Performance, Journal of Structural Engineering, Structural Engineering Research Centre, Chennai, India, No. 34-3, April-May 2007; 34(1); 25–32.

Danner, M., Clifton, G.C. Development of Moment-Resisting Steel Frames Incorporating Semi-Rigid Elastic Joints: Research Report; HERA, Manukau City, New Zealand, Report R4-87, 1995.

Christopoulos, C., Filiatrault, A., Uang, C.M., Folz, B. Post-tensioned Energy issipating Connections for Moment Resisting Steel Frames, ASCE Journal of Structural Engineering, 2002; 128(9); 1111-1120. DOI:

Ricles, J., Sause, R., Peng, S., Lu, L. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections, Journal of Structural Engineering, American Society of Civil Engineering, 2002; 128(7); 850-859. DOI:

Clifton, G.C. Semi-Rigid joints for moment resisting steel framed seismic resisting systems. PhD Thesis, Department of Civil and Environmental Engineering, University of Auckland, 2005.

Fenwick, R.C., Megget, L.M. Elongation and Load Deflection Characteristics of Reinforced Concrete Members containing Plastic Hinges. Bulletin of the New Zealand National Society for Earthquake Engineering, 1993; 26(1); 28-41.

Clifton, G.C. Development of Perimeter Moment-Resisting Steel Frames Incorporating Semi-Rigid Elastic Joints, New Zealand National Society for Earthquake Engineering Conference, 1996;177-184.

Mander, T.J. Seismic Resistance of Rigid Structural Steel Beam-Column Connections Designed for Damage Avoidance, Undergraduate Project Report, Civil Engineering, University of Canterbury, Christchurch, 2007.

Kishiki, S., Suzuki, K., Yamada, S., Wada, A. Shear Transfer Mechanism Based on Connection Elements at the Top Flange of Beams Ends, Pacific Structural Steel Conference, Wairakei, New Zealand, 13-16 March 2007.

Pampanin, S., Amaris, A., Akguzel, U., Palermo, A. Experimental Investigations on High-Performance Jointed Ductile Connections for Precast Frames. Proceedings of the First European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland, 2006.

Amaris, A., Pampanin, S., Bull, D., Carr, A.J. Development of a Non-tearing Floor Solution for Jointed Precast Frame Systems, Proc. National Society for Earthquake Engineering, Palmerston North, New Zealand, 2007.

Gledhill, S.M., Sidwell, G.K., Bell, D.K. The Damage Avoidance Design of Tall Steel Frame Buildings - Fairlie Terrace Student Accommodation Project, Victoria University of Wellington, New Zealand Society of Earthquake Engineering Annual Conference, Wairakei, April 2008.

Takanashi, K., Tanaka. H., Taniguchi, H. Influence of Slipping at High Strength on Dynamic Behaviour of Frames. Joints in Structural Steelwork: Proceedings of the International Conference on Connections. Pentech Press, UK, 1981.

Grigorian, C.E., Popov, E.P. Energy Dissipation with Slotted Bolted Connections. Engineering Research Center Report No. UCB/EERC-94/02, Berkeley, CA, USA, 1994.

De la Cruz, S.T., Lopez-Almansa, F., Taylor, C. Tests of Friction Energy Dissipators for Seismic Protection of Building Structures, 8th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Yerevan, Armenia, October 2003.

AS/NZS 1252. High Strength Steel Bolts with Associated Nuts and Washers for Structural Engineering, Standards New Zealand, Wellington, New Zealand, 2006.

Clifton, G.C., MacRae, G.A., Mackinven, H., Pampanin, S., Butterworth, J. Sliding Hinge Joints and Subassemblies for Steel Moment Frames, New Zealand Society for Earthquake Engineering Annual Conference, Paper 19, Palmerston North, 2007.

MacRae, G.A., P-Delta Effects on Single-Degree-of-Freedom Structures in Earthquakes, Earthquake Spectra, August 1994; 10(3); 539-568. DOI:

Kawashima, K., MacRae, G.A., Hoshikuma, J., Nagaya, K. Residual Displacement Response Spectrum, ASCE Journal of Structural Engineering, ASCE, May 1998, pp. 523-530. DOI:

NZS 3404. Steel Structures Standard, Incorporating Amendments 1 and 2, Standards New Zealand, Wellington, New Zealand, 2007.

Mackinven, H. Sliding Hinge Joint for Steel Moment Frames Experimental Testing, ENCI 493 Project Report, Department of Civil Engineering, University of Canterbury, 2006.

MacRae, G.A., MacKinven, H., Clifton, G.C., Pampanin, S., Walpole, W.R., Butterworth, J. Tests Of Sliding Hinge Joints For Steel Moment Frames, Pacific Structural Steel Conference, Wairakei, NZ, 2007.

How to Cite
MacRae, G. A., Clifton, G. C., Mackinven, H., Mago, N., Butterworth, J., & Pampanin, S. (2010). The sliding hinge joint moment connection. Bulletin of the New Zealand Society for Earthquake Engineering, 43(3), 202-212.

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