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Online Structural Engineering Library
A collection of publications available on the
internet at no cost. (Currently 441 different recources
in 19 sections)
New Additions:
Structural Analysis & Control
Attard M.M., (2002). Finite
strain beam theory. UNICIV Report R-410. School
of Civil & Environmental Engineering, The University
of New South Wales, Australia.
Bridges
Ranf R.T., Eberhard M. and Malone S., (2007). Post- Earthquake
Prioritization of Bridge Inspections. Earthquake Spectra, Earthquake
Engineering Research Institute, February 2007, pp 131-146.
Structural Reliability
Bruneau M., (1992). Evaluation of
System-Reliability Methods for Cable-Stayed
Bridge Design. ASCE Journal of Structural Engineering, Vol.118,
No.4, pp.1106-1120.
Structural Dynamics
Kerschen G., (2002). On the model validation in
non- linear structural dynamics. PhD Thesis, Structural Dynamics Research
Group (SDRG) in the Department of Aerospace and
Mechanical Engineering at the University of Liege, Belgium.
Repair and Retrofit of Structures
Newtson C.M. and Eberhard M.O., (1995). Two-
Dimensional Magnetic Algorithm to Detect Reinforcing Steel. Journal of
Materials in Civil Engineering, ASCE, August
1995, Vol. 7, No. 3, pp. 1-7.
Concrete
Structures
Sung-Moo Park
& Deric J. Oehlers,
(2000). Details of Tests on Steel and FRP
Plated Continuous Reinforced Concrete Beams. Research Report No. R170.
Department of Civil and Environmental Engineering, The University of Adelaide,
Australia.
K.W. Wong, R.F.
Warner, (1998). Non-linear Design of Reinforced Concrete Columns and
Frames. Research Report No. R164. Department of Civil and Environmental
Engineering, The University of Adelaide, Australia.
K.W. Wong, R.F.
Warner, (1998). Non-linear Design of Continuous Reinforced Concrete
Flexural Members. Research Report No. R161. Department of Civil and
Environmental Engineering, The University
of Adelaide, Australia.
K.W. Wong, R.F.
Warner, (1997). Behaviour of Reinforced Concrete Frames under
Non-proportional Loadings. Research Report No. R146. School of Civil and
Environmental Engineering, The University
of Adelaide, Australia.
Khomwan N., Foster S.J.,
Smith S.T., (2005). Debonding failure in CFRP flexurally
strengthened reinforced concrete beams. UNICIV
Report R-440. School of Civil & Environmental Engineering, The University of New
South Wales, Australia.
Foster S.J., Malik A.R., (2002). Evaluation of compression failures in
RC non-flexural members. UNICIV Report R-401.
School of Civil & Environmental Engineering, The University of New
South Wales, Australia.
Guo X.H., Gilbert
R.I., (2002). An experimental study of reinforced concrete flat slabs
under sustained service loads. UNICIV Report
R-407. School of Civil & Environmental Engineering, The University of New
South Wales, Australia.
Zaina M., Foster S.J.,
(2005). Modelling of fibre- reinforced HSC
columns. UNICIV Report R-439. School of Civil
& Environmental Engineering, The University
of New South Wales, Australia.
Zaina M., Foster S.J.,
(2005). Testing of concentric and eccentrically loaded fibre-reinforced HSC columns. UNICIV Report
R-437. School of Civil & Environmental Engineering, The University of New
South Wales, Australia.
Prestressed Concrete Structures
K.W. Wong, R.F.
Warner, (1998). Collapse Load Analysis of Prestressed
Concrete Structures. Research Report No. R162. Department of Civil and
Environmental Engineering, The University
of Adelaide, Australia.
Steel Structures
Bruneau M., Mahin S.A.,
(1991). Full Scale Tests of Butt Welded Splices in Heavy Rolled Steel
Sections Subjected to Primary Tensile Stresses. Engineering Journal of
the American Institute
of Steel Construction,
Vol. 28, No.1, pp.1-17.
Cold Formed Steel Structures
J.A. Wallace, R.M.
Schuster, R.A. LaBoube,
(2001). Testing of Bolted Cold Formed Steel Connections in Bearing (With
and Without Washers). Research Report, Canadian Cold Formed Steel
Research Group, Department of Civil Engineering, University
of Waterloo, Waterloo, Ontario,
Canada.
J.A. Wallace, R.A. LaBoube, R.M. Schuster,
(2001). Calibrations of Bolted Cold Formed Steel Connections in Bearing
(With and Without Washers). Research Report, Canadian Cold Formed Steel
Research Group, Department of Civil Engineering, University
of Waterloo, Waterloo, Ontario,
Canada.
Schafer B.W., (2006). Designing cold-formed
steel using the Direct Strength Method. 8th International Specialty
Conference on Cold-Formed Steel Structures, Orlando, FL. October
2006. Department of Civil engineering, Johns Hopkins
University.
Schafer B.W., Pekoz
T., (1998). Computational Modeling of
Cold-Formed Steel: Characterizing Geometric Imperfections and Residual
Stresses. Journal of Constructional Steel Research, Elsevier Science Ltd.
47(3). Department of Civil engineering, Johns Hopkins
University.
Composite Structures
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.
Masonry Structures
Michael C. Griffith, (1991). Performance of Unreinforced
Masonry Buildings during the Newcastle Earthquake, Australia. Research Report
No. R86. Department of Civil and Environmental Engineering, The University of Adelaide,
Australia.
Michael Griffith, (2000). Experimental Study of the Flexural Strength of URM (Brick) Walls. Research Report No. R169.
Department of Civil and Environmental Engineering, The University of Adelaide,
Australia.
Seismic Design
A. Kawano, M.C. Griffith, H.R.
Joshi, R.F. Warner, (1998). Analysis of the Behaviour
and Collapse of Concrete Frames Subjected to Severe Ground Motion. Research
Report No. R163. Department of Civil and Environmental Engineering, The University of Adelaide,
Australia.
Soft Computing Applications
Erwin C. (2004). Automated Design of Steel Open Web Joist Floor Framing
Systems Using a Genetic Algorithm. MSc Thesis. Department of Civil and
Environmental Engineering, College
of Engineering, Marquette University.
Shock B.T. (2003). Automated Design of Steel
Wide- Flanged Beam Floor Framing Systems Using a Genetic Algorithm. MSc
Thesis. Department of Civil and Environmental Engineering, College of Engineering,
Marquette University.
Fatigue
R. Seracino, D.J. Oehlers, M.F. Yeo, (1999). Reverse- Cycle Fatigue Tests on Stud
Shear Connectors. Research Report No. R165. Department of Civil and
Environmental Engineering, The University
of Adelaide, Australia.
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