Advanced Steel Construction

Vol. 6, No. 3, pp. 817-830 (2010)



J.C.D. Hoenderkamp, H. Hofmeyer and H.H. Snijder

Department of Architecture, Building and Planning, Structural Design Group

Technische Universiteit Eindhoven, The Netherlands

*(Corresponding author: E-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.)

Received: 31 May 2008; Revised: 7 December 2008; Accepted: 8 January 2009




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At the Technische Universiteit Eindhoven a research program on composite construction is underway aiming at the development of design rules for steel frames with discretely connected precast concrete infill panels subject to in-plane horizontal loading. This paper presents experimental and finite element results of an investigation into their lateral stiffness and strength. A discrete connection between steel frame and concrete panel consist of one or two achor bars welded to a partially cast-in steel plate which is fastened with two bolts to a gusset plate welded to a frame member. The bolts in the connection are loaded in shear only. Two variations on this type of connection were tested experimentally. To avoid brittle failure, the connections are designed for a failure mechanism consisting of ovalisation in the bolt holes due to bearing of the bolts. Experimental pull-out and shear tests on individual frame-panel connections were performed to establish their stiffness and failure load. Two full scale experiments were done on one-storey one-bay 3 by 3m infilled frame structures which were horizontally loaded at the top. With the known characteristics of the frame-panel connections from the experiments on individual connections, finite element analyses were performed on the infilled frame structures taking non-linear behaviour of the structural components into account. The finite element model yields good results for the lateral stiffness and lower and upper bounds for strength.



Composite construction, full scale experimental testing, semi-integral infilled frames, precast concrete infill panels, steel frame to concrete panel connections, high-rise structures


[1]       Thomas, F.G., “The Strength of Brickwork”, The Structural Engineer, 1953, Vol. 31, pp. 35-46.

[2]       Polyakov, S.V., “On the Interaction between Masonry Filler Walls and Enclosing Frame when Loaded in the Plane of the Wall”, English Translation in Earthquake Engineering, Earthquake Engineering Research Institute, San francisco, 1960, pp. 36-42.

[3]       Benjamin, J.R. and Williams, H.A., “The Behaviour of One-story Reinforced Concrete Shear Walls”, Journal of Structural Engineering, ASCE, 1958, Vol. 84, No. 4, pp. 1-29.

[4]       Holmes, M., “Steel Frames with Brickwork and Concrete Infilling”, Proc. Insti. Civ. Engrs., 1961, Vol. 19, pp. 473-478.

[5]       Stafford Smith, B., “Lateral Stiffness of Infilled Frames”, Journal of the Structural Division ASCE, 1962, Vol. 88, No. 6, pp. 183-199.

[6]       Stafford Smith, B., “Behaviour of Square Infilled Frames”, Journal of the Structural Division, ASCE, 1966, Vol. 92, No. 1, pp. 381-403.

[7]       Stafford Smith, B., “Methods for Predicting the Lateral Stiffness and Strength of Multi-storey Infilled Frames”, Building Science, 1967, Vol. 2, pp. 247-257.

[8]       Barua, H.K. and Mallick, S.K. “Behaviour of Mortar Infilled Steel Frames under Lateral Load”, Building Environment, 1977, Vol. 12, pp. 263-272.

[9]       Liauw, T.C., and Kwan, K.H., “Nonlinear Behaviour of Non-integral Infilled Frames”, Computers & Structures, 1984, Vol. 18, No. 3, pp. 551-560.

[10]     Liauw, T.C. and Lo, C.Q., “Multibay Infilled Frames without Shear Connectors”, Journal American Concrete Institute, 1988, Vol. 85, pp. 423-428.

[11]     Ng’andu, B.M., Martens, D.R.W. and Vermeltfoort, A.T., “The Contribution of CASIEL Infill Walls to the Shear Resistance of Steel Frames”, Heron, Vol. 51, No. 4, 2006, pp. 201-223.

[12]     Dawe, J.L. and Seah, C.K., “Behaviour of Masonry Infilled Steel Frames”, Journal of the Canadian Society of Civil Engineering, 1989, Vol. 16, pp. 865-876.

[13]     Mallick, D.V. and Garg, R.P., “Effect of Openings on the Lateral Stiffness of Infilled Frames”, Proc. Insti. Civil Engrs., 1971, Vol. 49, pp. 193-210.

[14]     Liauw, T.C. and Kwan, K.H., “Plastic Theory of Infilled Frames with Finite Interface Shear Strength”, Proc. Insti. Civ. Engrs., Part 2, 1983, Vol. 75, pp. 707-723.

[15]     Teeuwen, P.A., Kleinman, C.S., Snijder, H.H. and Hofmeyer, H., “Full-scale Testing of Infilled Steel Frames with Precast Concrete Panels Provided with a Window Opening”, Heron, Vol. 53, No. 4, 2008, pp. 195-224.

[16]     Teeuwen, P.A., Kleinman, C.S., Snijder, H.H. and Hofmeyer, H., “Experimental and Numerical Investigations into the Composite behaviour of Steel Frames and Precast Concrete Infill Panels with Window Openings”, Steel and Composite Structures, Vol. 10, No. 1, pp. 1-21.

[17]     Tang, R.B., Hoenderkamp, J.C.D. and Snijder, H.H., “Preliminary Numerical Research on Steel Frames with Precast Reinforced Concrete Infill Panels”, Proceedings of the First International Conference on Structural Stability and Dynamics, Editors: Yang, Y.B., Leu, L.J. and Hsieh, S.H., Taipei, Taiwan, 2000, pp. 575-580.

[18]     Ansys Academic Research 12.0.1, ANSYS, Inc. Southpointe, 275 Technology Drive, Canonsburg, PA 15317, United States.

[19]     Saari, W.K., Hajjar, J.F., Schultz, A.E. and Shield, C.K., “Behaviour of Shear Studs in Steel Frames with Reinforced Concrete Infill Walls”, Journal of Constructional Steel Research, 2004, Vol. 60, pp. 1453-1480.

[20]     McMakin, PJ, Slutter, R.R. and Fisher, J.W., “Headed Steel Anchors under Combined Loading”, Engineering Journal, AISC, 1973, Vol. 10, pp. 43-52.