Global ETD Search

51	Strength and performance field testing of hybrid HPS bridge A6101 Oesch, Everett Ralph. January 2003 (has links) Thesis (M.S.)--University of Missouri-Columbia, 2003. / Typescript. Includes bibliographical references (leaf 87). Also available on the Internet.
52	Fulfilling customer orders for steel plates from existing inventory / Huegler, Peter A., January 2003 (has links) Thesis (Ph. D.)--Lehigh University, 2003. / Includes vita. Includes bibliographical references (leaves 188-191).
53	Evaluation of moment redistribution for hybrid HPS 70W bridge girders Yang, Lili, January 2004 (has links) Thesis (M.S.)--West Virginia University, 2004. / Title from document title page. Document formatted into pages; contains xii, 168 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 165-168).
54	Cold-formed steel bolted connections without washers on oversized and slotted holes Sheerah, Ibraheem. Yu, Cheng, January 2009 (has links) Thesis (M.S.)--University of North Texas, May, 2009. / Title from title page display. Includes bibliographical references.
55	BUCKLING STRENGTH OF HEAVY STEEL COLUMNS (WELDED SHAPES, INITIAL CURVED COLUMNS, HOT-ROLLED SHAPES) Al-Shihri, Marai Abdullah, 1958- January 1986 (has links) No description available. Columns, Iron and steel. Steel, Structural -- Fatigue.
56	STEEL CONNECTION DESIGNS BASED ON INELASTIC FINITE ELEMENT ANALYSES (GUSSET, BRACING, STRUCTURES). WILLIAMS, GEORGE CLAY. January 1986 (has links) Analytical and experimental studies were made to develop design procedures for steel gusset plate connections in diagonally braced frames. Stiffness and strength models of structural fasteners based on physical tests were incorporated into inelastic finite element analyses. The modeling techniques were verified by comparing analytical and experimental results of full scale connection tests. Finite element models of bracing connections were generated to determine gusset plate force, stress, strain, and displacement distributions for a variety of connection designs including K-bracing and X-bracing. Based on these results current design procedures were scrutinized and new design procedures were proposed for predicting the tensile strength, buckling strength, and force distributions for bracing connections. Additionally, it was found that gusseted beam-to-column connections are rigid (AISC Type I) and the centroidal axes of the brace, beam, and column members do not necessarily need to intersect at a common working point. Joints (Engineering) Strains and stresses. Building, Iron and steel.
57	Ductility of single plate framing connections Caccavale, Salvatore Erasmo, 1951- January 1975 (has links) No description available.
58	Improving the thermal performance of a light-weight metal roof in hot climates cHector Hugo Pantoja Ayala. Pantoja Ayala, Hector Hugo January 1989 (has links) No description available. Roofing, Iron and steel Architecture and solar radiation
59	A database for encased and concrete-filled columns Aho, Mark Francis 12 1900 (has links) No description available. Columns Building, Iron and steel Structural design
60	Local buckling of large round HSS columns at simple beam connections Salvatore, Mario. January 1984 (has links) No description available. Columns, Iron and steel. Buckling (Mechanics) Girders -- Testing.

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