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DUCTILITY AND STRENGTH OF SINGLE PLATE CONNECTIONSGillett, Paul Edward January 1978 (has links)
No description available.
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Bracing design requirements for inelastic membersLi, Guzhao 04 May 2011 (has links)
Not available / text
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TIE PLATE EFFECTS IN WEAKLY BATTENED COLUMNSFreeman, Barbara Gail, 1932- January 1973 (has links)
No description available.
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A comparison of the costs of reinforced concrete vs. steel arch construction for the Kaiser Springs Bridge, Wickenburg-Kingman Highway, Mohave County, ArizonaRoss, Andrew Wilson, 1912- January 1952 (has links)
No description available.
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Characteristics of flexible flange connections and fastenersDouty, Richard Thomas 08 1900 (has links)
No description available.
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Investigation of basic requirements for a direct moment connection using high-strength structural bolts and wide flange beamsFincher, James Reuben 05 1900 (has links)
No description available.
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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.
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Design of a three hinged arch steel bridgeSchulze, Hermann Otto. January 1899 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1899. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed November 20, 2008)
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A study of the economic design of short span girder type concrete-steel highway bridgesNeedles, Enoch Ray. January 1914 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1914. / The entire thesis text is included in file. Typescript. Illustrated by author. Title from title screen of thesis/dissertation PDF file (viewed April 24, 2009)
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Bracing design requirements for inelastic members /Li, Guzhao. January 2002 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2002. / Vita. Includes bibliographical references (leaves 180-184). Also available in an electronic version.
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