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.rights |
info:eu-repo/semantics/openAccess |
|
dc.title |
A study of joint slip in galvanized bolted angle connections |
en_US |
dc.type |
info:eu-repo/semantics/masterThesis |
|
dc.degree.discipline |
Civil Engineering |
en_US |
dc.degree.level |
Master of Science (M.Sc.) |
en_US |