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dc.contributor.author Ungkurapinan, Nibong en_US
dc.date.accessioned 2007-06-01T19:21:43Z
dc.date.available 2007-06-01T19:21:43Z
dc.date.issued 2000-04-01T00:00:00Z en_US
dc.identifier.uri http://hdl.handle.net/1993/2341
dc.description.abstract A study on joint behavior with a special reference to joint slip of bolted joints in electric transmission line towers was considered beneficial and opportune. The investigation consisted of a literature survey and an experimental study. The latter consisted of: (i) Test Series A, which dealt with a tower leg splice joint loaded in compression and incorporated nine joint tests; (ii) Test Series B, which dealt with a web bracing member joint loaded in tension and incorporated nine joint tests; (iii) Test Series C, which dealt with a joint of low load carrying capacity and high eccentricity loaded in compression and incorporated 36 joint tests; (iv) Test Series D, which dealt with bolt calibration by the turn-of-nut method and included 20 bolt tests; (v) Test Series E, which dealt with direct tension tests of bolts and included nine bolt tests; and (vi) Test Series F, which dealt with tension tests on steel angle sections and included six tensile coupon tests. (Abstract shortened by UMI.) en_US
dc.format.extent 11576770 bytes
dc.format.extent 184 bytes
dc.format.mimetype application/pdf
dc.format.mimetype text/plain
dc.language en en_US
dc.language.iso en_US
dc.title A study of joint slip in galvanized bolted angle connections en_US
dc.degree.discipline Civil Engineering en_US
dc.degree.level Master of Science (M.Sc.) en_US


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