Composite Structures

Ferrario Fabio, (2004). Analysis and Modelling of the Seismic Behaviour of High Ductility Steel-Concrete
Composite Structures. PhD Thesis, University of Trento, Department of Mechanical and Structural Engineering,
Italy.

Yulismana Wahyu, (2005). Experimental Study Of The Behavior Of Fiber Reinforced Polymer Deck System. PhD
Thesis, Civil and Environmental Engineering, University of Pittsburgh.

Minnaugh Patrick Lucien, (2006). The Experimental Behavior of Steel Fiber Reinforced Polymer Retrofit
Measures. MSc Thesis, Civil and Environmental Engineering, University of Pittsburgh.

Lee Seung Joon, (2005). Nonlinear analysis of smart composite plate and shell structures. PhD Thesis, Civil
Engineering, Texas A&M University.

Vinnakota S., Foley C., Vinnakota M., (1988). Design of Partially or Fully Composite Beams, with Ribbed Metal
Deck, Using LRFD Specifications. Engineering Journal Second Quarter, pp. 60-78. Available from Christopher M.
Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University.

Prickett B.S. and Driver R.G., (2006). Behaviour of Partially Encased Composite Columns Made with High
Performance Concrete. Structural Engineering Report No. 262, Department of Civil and Environmental
Engineering, University of Alberta, Canada.

Maurer M.B. and Kennedy D.J.L., (1994). Shrinkage and Flexural Tests of a Full-Scale Composite Truss.
Structural Engineering Report No. 206, Department of Civil and Environmental Engineering, University of
Alberta, Canada.

Woldegiorgis B. and Kennedy D.J.L., (1994). Some Behavioural Aspects of Composite Trusses. Structural
Engineering Report No. 195, Department of Civil and Environmental Engineering, University of Alberta, Canada.

Kennedy S.J. and Cheng J.J.R., (1987). Behaviour of Transversely Loaded Continuous Steel-Concrete
Composite Plates. Structural Engineering Report No. 150, Department of Civil and Environmental Engineering,
University of Alberta, Canada.

Brattland A. and Kennedy D.J.L., (1986). Shrinkage and Flexural Tests of Two Full-Scale Composite Trusses.
Structural Engineering Report No. 143, Department of Civil and Environmental Engineering, University of
Alberta, Canada.

S.S. Chen, A.J. Aref, I-S. Ahn, M. Chiewanichakorn, J.A. Carpenter, A. Nottis and I. Kalpakidis, (2005). NCHRP
Report 543. Effective Slab Width for Composite Steel Bridge Members. Transportation Research Board. National
Cooperative Highway Research Program. Washington.

Y.F. Wu, D.J. Oehlers, M.C. Griffith, (2001). Numerical Simulation of Composite Plated Columns. Research Report
No. R172. Department of Civil and Environmental Engineering, The University of Adelaide, Australia.

Blazevicius, Zygimantas, (2007). On the adaptability of concrete-filled steel tubular columns in the light of the
post-fire testing results. Technological and Economic Development of Economy, Research Journal of Vilnius
Gediminas Technical University, No. 2, pp. 100-108.

Kwak Y.K., Eberhard M.O., Kim W.S. and Kim J., (2002). Shear Strength of Steel-Fiber Reinforced Concrete
Beams Without Stirrups. ACI Structural Journal, Jul.-Aug. 2002, Vol. 99(4), pp. 530-538. Available from Marc O.
Eberhard homepage, Department of Civil and Environmental Engineering, University of Washington.

Eugene Fosness, Peter Wegner, and Jan Denoyer, (2000). Overview of Composite Materials Research and
Applications for Space Structures. Proceedings of the Fourteenth Engineering Mechanics Conference, American
Society of Civil Engineers, May 21-24, 2000.

Amir Mirmiran and Wenqing Yuan, (2000). Slenderness Effects In Concrete Columns Reinforced With FRP Rods.
Proceedings of the 14th Engineering Mechanics Conference, American Society of Civil Engineers, May 21-24,
2000.

Arup Maji, Ana Lilia Orozco and Robert Acree, (2000). Fracture Analysis of FRP Reinforced Concrete Beams.
Proceedings of the 14th Engineering Mechanics Conference, American Society of Civil Engineers, May 21-24,
2000.

Szilvia Erdélyi, László Dunai, (2004). Behaviour Of A New Type Of Composite Connection. Periodica
Polytechnica, Civil Engineering, 48/1, pp. 89-100. Available from Budapest University of Technology and
Economics.

Stander Heinrich, (2007). Interfacial bond properties for ECC overlay systems. Msc Thesis, Department of Civil
Engineering, Stellenbosch University.

Boshoff William Peter, (2007). Time-Dependant Behaviour of Engineered Cement-Based Composites. PhD
Thesis, Department of Civil Engineering, Stellenbosch University.

Tort C. and Hajjar J.F., (2007). Reliability-Based Performance-Based Design of Rectangular Concrete-Filled Steel
Tube (RCFT) Members and Frames. Structural Engineering Report No. ST-07-1, Department of Civil Engineering,
University of Minnesota, Minneapolis, Minnesota, August, 401 pp. Available from Jerome F. Hajjar homepage.

Krzmarzick D. and Hajjar J.F., (2006). Load Rating of Composite Steel Curved I-Girder Bridges through Load
Testing with Heavy Trucks. Report No. MN/RC-2006-40, Minnesota Department of Transportation, St. Paul,
Minnesota, October, 546 pp. Available from Jerome F. Hajjar homepage.

Tort C. and Hajjar J.F., (2003). Damage Assessment of Concrete-Filled Steel Tube Members and Frames.
Structural Engineering Report No. ST-03-1, Department of Civil Engineering, University of Minnesota,
Minneapolis, Minnesota, April, 318 pp. Available from Jerome F. Hajjar homepage.

P.P. Cordova and G.G. Deierlein, (2005). Validation of the Seismic Performance of Composite RCS Frames: Full-
Scale Testing, Analytical Modeling, and Seismic Design. Report TR155. The John A. Blume Earthquake
Engineering Center. Department of Civil and Environmental Engineering Stanford University.

S.S. Mehanny and G.G. Deierlein, (2000). Modeling of Assessment of Seismic Performance of Composite Frames
with Reinforced Concrete Columns and Steel Beams. Report TR135. The John A. Blume Earthquake Engineering
Center. Department of Civil and Environmental Engineering Stanford University.

I. Nishiyama, S. Morino, K. Sakino, H. Nakahara, T. Fujimoto, A. Mukai, E. Inai, K. Makoto, H. Tokinoya, T.
Fukumoto, K. Mori, K. Yoshioka , O. Mori, K. Yonezawa, M. Uchikoshi, Y. Hayashi, (2002). Summary of Research
on Concrete-Filled Structural Steel Tube Column System Carried Out Under The US-JAPAN Cooperative
Research Program on Composite and Hybrid Structures. BRI Research Paper No. 147, 176p. Available from BRI.

Composite Structures

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