Global ETD Search

101	Top-lateral bracing systems for trapezoidal steel box-girder bridges Chen, Brian Scott 28 August 2008 (has links) Not available / text
102	Behavior of bolted connections during and after a fire Yu, Liang 28 August 2008 (has links) Not available / text Building, Fireproof Building, Iron and steel Bolted joints--Testing
103	An integrated real-time control system for structural steel fabrication projects Azimi, Reza Unknown Date No description available. Building, Iron and steel Steel, Structural Real-time control
104	Optimum design of straight steel box girder bridges Al-Shaleh, Khaled 12 1900 (has links) No description available.
105	Performance of steel framed domestic structures subjected to earthquake loads Barton, Andrew David January 1997 (has links) This thesis investigates the performance of cold formed steel framed domestic structures subjected to earthquake loads. These structures generally include one and two storey houses, comprising steel wall framing, exterior veneer cladding and internal lining. The dynamic, non-linear performance of such structures during earthquakes is simplified to static linear behaviour for design purposes using the structural response modification factor, Rµ. This factor is defined as the product of the structural ductility reduction factor, Rµ, and the over-strength of the system, Ω. This thesis develops a rigorous technique for the determination of Rµ and the application of this technique is demonstrated for a proprietary framing system. This is achieved using novel non-linear, transient dynamic finite element models of these structures subjected to earthquake loads. The model parameters are estimated from unique experiments conducted on representative structures using a shaking table. It is shown that the framing system considered is non-ductile (ie Rµ≈1). This result directly contradicts the assumed ductile behaviour of these framing systems as specified in the Australian earthquake loading standard, AS 1170.4. The significance of this is that current design practices are unconservative and therefore underestimate the earthquake loads on these structures.
106	Monitoring dead load and construction stresses of a heavily skewed HPS bridge Winterling, Jason January 2007 (has links) Thesis (M.C.E.)--University of Delaware, 2007. / Principal faculty advisor: Michael J. Chajes, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
107	Cold-formed steel compression members with perforations. Abdel-Rahman, Nabil Mahmoud. January 1997 (has links) Thesis (Ph.D) -- McMaster University, 1997. / Includes bibliographical references. Also available via World Wide Web.
108	Evaluation of the seismic level of protection of steel moment resisting frame building structures / Biddah, Aiman Mahmoud Samy. January 1998 (has links) Thesis (Ph.D.) -- McMaster University, 1998. / Includes bibliographical references (p. 282-290). Also available via World Wide Web.
109	Experimental and numerical investigation of a deeply buried corrugated steel multi plate pipe Moreland, Andrew. January 2004 (has links) Thesis (M.S.)--Ohio University, June, 2004. / Title from PDF t.p. Includes bibliographical references (leaves 78-80).
110	Welded beam to column connection : the effect of axial loading and bending. Wesselingh, Bernard. January 1975 (has links) (PDF) Thesis (M.E.) -- University of Adelaide, Department of Civil Engineering, 1978.

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