Global ETD Search

1	Innovative lightweight floor systems for steel framed buildings / Hillman, John R., January 1990 (has links) Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 103-105). Also available via the Internet. Building, Iron and steel. Flooring.
2	Connection limit states design teaching aid / Kerr, Robert A., January 1994 (has links) Report (M. Engr.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 137-138). Also available via the Internet. Building, Iron and steel
3	Performance based analysis of steel buildings a thesis / Williams, Matthew Joseph. McDaniel, Cole, C. January 1900 (has links) Thesis (M.S.)--California Polytechnic State University, 2009. / Title from PDF title page; viewed on January 6, 2010. Major professor: Cole McDaniel, Ph.D., P.E. "Presented to the faculty of California Polytechnic State University, San Luis Obispo." "In partial fulfillment of the requirements for the degree [of] Master of Science in Architecture with a Specialization in Architectural Engineering." "November 2009." Includes bibliographical references (p. 63-64).
4	Evaluation of ultimate strength of low-rise steel building frames and components using wind tunnel data / Jang, Seokkwon, January 2003 (has links) Thesis (Ph. D.)--Lehigh University, 2004. / Includes vita. Includes bibliographical references (leaves 408-413).
5	Characteristics of flexible flange connections and fasteners Douty, Richard Thomas 08 1900 (has links) No description available. Bolts and nuts Building, Iron and steel
6	Investigation of basic requirements for a direct moment connection using high-strength structural bolts and wide flange beams Fincher, James Reuben 05 1900 (has links) No description available. Bolts and nuts Building, Iron and steel
7	Classification of end plate connections with application to gable frames / Banerjee, Gautam. January 1990 (has links) Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 78-80). Also available via the Internet.
8	Object - oriented steel member design framework / Hewetson, C. G. January 2005 (has links) Thesis (MScIng)--University of Stellenbosch, 2005. / Bibliography. Also available via the Internet.
9	Investigation into the effective lengths of web compression elements in parallel chord trusses / Dunaiski, Wibke Irmtraut. January 2008 (has links) Thesis (MScIng)--University of Stellenbosch, 2008. / Bibliography. Also available via the Internet. Roof trusses Building, Iron and steel.
10	MOMENT ROTATION CURVES FOR PARTIALLY RESTRAINED STEEL CONNECTIONS Chmielowiec, Mark, 1955- January 1987 (has links) Tension and Compression force deformation data from laboratory tests of angle segments are used to generate moment rotation curves for the following bolted partially restrained connections: (1) top and seat angle, (2) double web angle, and (3) top and seat angle with double web angles. The force deformation and moment rotation curves are analytically described by a four parameter formula which provides the basis for the analytical connection model. These connection models consist of rigid bars and nonlinear springs representing the angle segments in either tension or compression. Design curves giving the four parameters of the moment rotation curves are generated for the double web angle connection. These parameters are primarily a function of the angle thickness, gage length of the angle legs in flexture, and the number of bolts in the connection. Comparisons of derived moment rotation curves are made with published results of full scale tests. Building, Iron and steel -- Joints. Strains and stresses.

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