Reference : Use of long bolts for beam-to-concrete-filled rectangular hollow section column joint...
Scientific journals : Article
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/203440
Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in seismic-resistant frames
English
Hoang, Van Long []
Jaspart, Jean-Pierre mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège > Département ArGEnCo > Département ArGEnCo >]
Nov-2016
Steel Construction
Wiley-VCH Verlag
9
4
305-314
Yes (verified by ORBi)
International
1867-0520
1867-0539
[en] Long bolts ; composite column ; tubular column ; concrete filled tube ; steel-concrete connection ; joints ; beam-to-concrete-filled hollow section joints ; Experimental tests ; analytical model ; Load introduction
[en] A research on a specific type of unstiffened extended end-plate joint used to connect I-shaped
beams to concrete-filled rectangular hollow section columns is presented in this paper. The main idea is to use long bolts throughout the column to connect the beam end-plates, so: (1) avoiding intermediate connecting elements (e.g. a reverse U channel) or special bolts (e.g. blind bolts) that are sometimes used in practice; (2) improving the resistance and stiffness of the joint to be used in seismic resistant frames. Firstly, a test program has been performed within a RFCS European project entitled HSS-SERF “High Strength Steel in Seismic Resistant Building Frames”, 2009-2013. In the test program, specimens subjected to significant bending moments (and shear) or to shear only have been defined. Then, analytical models based on the component approach and aimed at predicting the joint response have been proposed; their validity is demonstrated through comparisons with the test results. Finally, the requirements of EN-1998-1-1 related to full strength resistance for the proposed joint configuration are discussed, accounting for the actual position of plastic hinges and the
possible individual over-strength factors for each component.
http://hdl.handle.net/2268/203440

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Restricted access
Long bolts_special issue_final version.pdfAuthor preprint514.32 kBRequest copy

Bookmark and Share SFX Query

All documents in ORBi are protected by a user license.