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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 41 to 50 of 130 (0.069 seconds)Spelling suggestions: "subject:"4points (engineering)."" "subject:"4points (ingineering).""
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Device to intra-operatively measure joint stability for total knee arthroplastyMaack, Thomas L. January 2008 (has links)
Thesis (M.S.)--Ohio State University, 2008. / Title from first page of PDF file. Includes bibliographical references.
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| 42 |
Seismic resistant connections for concrete filled tube coulmn-to-WF beam moment resisting frames /Peng, Shih-Wei, January 2001 (has links)
Thesis (Ph. D.)--Lehigh University, 2001. / Includes vita. Includes bibliographical references (leaves 666-672).
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| 43 |
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.
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| 44 |
MOMENT ROTATION CURVES FOR TOP AND SEAT CONNECTIONS (STATIC LOADING, TENSION)Abul-Hamayel, Ismat A. A., 1960- January 1985 (has links)
No description available.
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| 45 |
The architectural joint as a virtual spaceSullivan, James Joseph, Jr. 08 1900 (has links)
No description available.
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| 46 |
A study of an interior joint for large panel precast buildings /Noor, Iqbal January 1987 (has links)
No description available.
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| 47 |
Cyclic load tests of composite beam-column connectionsDunberry, Max. January 1982 (has links)
No description available.
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| 48 |
Performance of snug tight bolts in moment end-plate connections /Kline, Donald Paul, January 1989 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1989. / Vita. Abstract. Includes bibliographical references (leaves 76-77). Also available via the Internet.
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| 49 |
Mechatronic Design Of A Completely Mechanical Quick Changeable Joint For Multi-Purpose Explosive Ordnance Disposal Robots/Kor, Mehmet Bahattin. Keçeci, Mehmet Faruk January 2006 (has links) (PDF)
Thesis (Master)--İzmir Institute of Technology, İzmir, 2006. / Keywords: Quick changeable joint, self locking mechanism, joint for EOD robot. Includes bibliographical References (leaves. 47).
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| 50 |
The development of the peninsula blister fracture test for adhesively bonded joints /Bao, Yong, January 1992 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 107-109). Also available via the Internet.
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