ISSN:
1013-9826
Source:
Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
This paper proposes a new semi-rigid detail used high-strength bolts for use inearthquake resistant structures. These specimens were single-side beam-to-column assemblies thatare representative of exterior beam-to-column connections, and they were composed of identicalbeam and column but had the different connection details, respectively. All beam-to-columnassembly required no welding. Specimen 1 (TSD) was standard Top-Seat-Double-web-angle butspecimen 2 (MTSD) was made by modified shape. Two high-strength bolted steel semi-rigidconnections were prepared and cyclic load was applied to each test specimen using displacementcontrol. The cyclic load and displacements, moment-rotation plots, and the deformation pattern orfailure modes for all the test cases are presented. The strength, stiffness, energy, and ductility of thetested connections are compared to each other
Type of Medium:
Electronic Resource
URL:
http://www.tib-hannover.de/fulltexts/2011/0528/01/55/transtech_doi~10.4028%252Fwww.scientific.net%252FKEM.353-358.2081.pdf
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