Global ETD Search

31	Spherically-actuated platform manipulator with passive prismatic joints Nyzen, Ronald A. January 2002 (has links) Thesis (M.S.)--Ohio University, November, 2002. / Title from PDF t.p. Includes bibliographical references (leaves 77-79).
32	Response of multiple fastener composite joints : numerical and experimental results / Yalamanchili, Seshu R., January 1992 (has links) Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 136-138). Also available via the Internet.
33	Strength of a bolted timber tension joint for various edge distances Schloemer, Robert Edwin. January 1956 (has links) Thesis (M.S.)--University of Wisconsin, 1956. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
34	Microstructural evolution of eutectic Au-Sn solder joints Song, Hogeon. January 2002 (has links) (PDF) Thesis (Ph.D.)--University of California, Berkeley, 2002. / Chair: John W. Morris, Jr. Includes bibliographical references.
35	Thermodynamics and kinetics of oxidation and temperature dependent mechanical characterization of pure indium solder Schoeller, Harry E. January 2007 (has links) Thesis (M.S.)--State University of New York at Binghamton, Department of Mechanical Engineering, 2007. / Includes bibliographical references (leaves 121-122).
36	Behaviour and strength of chord joints of triangular trusses made of hollow structural sections Glebe, Martin W. January 1980 (has links) No description available. Joints (Engineering) Trusses. Welded joints.
37	Cyclic shear device for interfaces and joints with pore water pressure Rigby, Douglas Bertrand, 1956- January 1988 (has links) An improved multi degree-of-freedom direct shear device has been designed and constructed to test interfaces and joints under pore water pressure. Any two structural (concrete, steel, wood) or geologic (soil, rock) materials may be tested in the device as long as the top specimen is solid. The apparatus is designed to hold a 7.5-inch diameter 3-inch thick upper sample and a 9-inch diameter 3-inch thick lower sample. A normal stress of 400 psi (2.7 MPa) and a shear stress of 550 psi (3.9 MPa) can be developed at the interface. Test loading may be static, quasi-static, or cyclic, and constant or variable stiffness loading is available. A stiff reaction frame was designed to house the device and is described. The electro-hydraulic system is capable of supporting cyclic testing at 30 Hz. A new computer-controlled data acquisition and control system is also described. Dynamic testing. Shear (Mechanics) Joints (Engineering) -- Testing.
38	TESTS OF GUSSET PLATE CONNECTIONS. Chakrabarti, Sekhar Kumar. January 1983 (has links) No description available. Plates (Engineering) -- Testing. Joints (Engineering) -- Testing.
39	DRIFT AND MOMENT DISTRIBUTIONS IN BRACED FRAMES. Otu, Sunday Ekum. January 1984 (has links) No description available. Brackets -- Testing. Strains and stresses. Joints (Engineering) -- Testing.
40	An investigation of the performance of mortise and tenon joints using the finite element method Mihailescu, Teofil January 1999 (has links) No description available. 684

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