Global ETD Search

1	Gender and physical training effects on soldier physical competencies and physiological strain Patterson, M.J. January 2005 (has links) Mode of access: Internet via World Wide Web. Available at http://hdl.handle.net/1947/4680. / "November 2005" Load factor design. Temperature
2	Influence of the LRFD moment magnification procedure on unbraced frames in short buildings / Simonpietri, Sean. January 1992 (has links) Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 37-38). Also available via the Internet. Load factor design. Structural frames.
3	Minimum-weight design of symmetrically laminated composite plates for postbuckling performance under in-plane compression loads / Shin, Dong Ku, January 1990 (has links) Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Bibliography. Also available via the Internet. Composite materials. Load factor design.
4	WIM based live load model for bridge reliability Kozikowski, Marek. January 2009 (has links) Thesis (Ph.D.)--University of Nebraska-Lincoln, 2009. / Title from title screen (site viewed February 25, 2010). PDF text: ix, 363 p. : col. ill. ; 8 Mb. UMI publication number: AAT 3386590. Includes bibliographical references. Also available in microfilm and microfiche formats. Bridges Truck Load factor design.
5	Load-maintenance interaction : modelling and optimisation / Townson, Peter Gerard Allan Luke. January 2002 (has links) Thesis (Ph. D.)--University of Queensland, 2002. / Includes bibliographical references.
6	Experimental investigation of sleeved columns Prasad, Badri Krishnamurthy, 1959- January 1989 (has links) Results of experimental tests are presented for twelve 'Sleeved Column' specimens. All the specimens had an outer sleeve and an inner core, both of rectangular cross section. Outer sleeve was 23 in. long and the inner core was 23.5 in., with axial load applied only to the core. There was a gap between the sleeve and the core for all specimens except for one which had zero gap. The parameters considered for the study were core thickness and gap. It was concluded from the study that the sleeved column system carries substantially more load than the conventional Euler's column. The stiffness of the core and the gap between the sleeve and the core affects the load carrying capacity of sleeved column system significantly. For the same core size, specimens with least gap carried more load when compared to other specimens with larger gaps. Columns. Structural dynamics. Load factor design.
7	Evaluation of system effects and structural load paths in a wood-framed structure / Martin, Kenneth G. January 1900 (has links) Thesis (M.S.)--Oregon State University, 2010. / Printout. Includes bibliographical references (leaves 55-59). Also available on the World Wide Web.
8	Interval finite element analysis for load pattern and load combination Saxena, Vishal, January 2003 (has links) (PDF) Thesis (M.S. in C.E.E.)--School of Civil and Environmental Engineering, Georgia Institute of Technology, 2004. Directed by Rafi Muhanna. / Includes bibliographical references (leaves 125-126).
9	Pavement design and development of the falling weight deflectometer / Goode, Jeffrey Unknown Date (has links) Thesis (MEng) -- University of South Australia, 1993 Load factor design Pavements Pavements Pavements Pavements
10	Pavement design and development of the falling weight deflectometer / Goode, Jeffrey Unknown Date (has links) Thesis (MEng) -- University of South Australia, 1993 Load factor design Pavements Pavements Pavements Pavements

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