Reference : Beam to concrete-filled rectangular hollow section column joints using long bolts
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/176560
Beam to concrete-filled rectangular hollow section column joints using long bolts
English
Hoang, Van Long mailto [Université de Liège - ULiège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo >]
Jaspart, Jean-Pierre mailto [Université de Liège - ULiège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
May-2015
Proceedings of the 15th international symposium on tubular structures - ISTS15
CRC Press / Balkema (Taylor & Francis Group)
Yes
No
International
15th International Symposium on Tubular Structures
27-29 Mai 2015
Federal University of Rio de Janeiro
Rio de Janeiro
Brazil
[en] long bolts ; tube ; joints ; seismic loading
[en] This paper presents 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. The main idea is to use long bolts throughout the column to connect the beam end-plates, so avoiding intermediate connecting elements (e.g. a reverse U channel) or special bolts (e.g. blind bolts). However, the use of long bolts for beam-to-column connections is still rare in the construction and no design procedure exists in the Eurocodes; this justifies the pre-sent research. Firstly, a test program within a RFCS European project titled HSS-SERF “High Strength Steel in Seismic Resistant Building Frames”, 2009-2013 was performed. In this project, specimens subjected to sig-nificant bending moments (and shear) or to shear only was defined. Then, analytical developments based on the component approach and aimed at predicting the joint response have been carried out; their validity is demonstrated through comparisons with the tests. Finally, design guidelines have been provided.
Researchers ; Professionals ; Students
http://hdl.handle.net/2268/176560

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Open access
Hoabtc.pdfAuthor postprint770.74 kBView/Open

Bookmark and Share SFX Query

All documents in ORBi are protected by a user license.