DSpace at Transilvania University >
Civil Engineering >
CIBv2015 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/2036
|
Title: | STATE-OF-THE-ART REVIEW ON BOLTED STEEL BEAM-TO-COLUMN CONNECTIONS |
Authors: | M. GHINDEA, R. BALLOK |
Keywords: | steel frames, beam-to-column steel joint, semi-rigid, bolted connections |
Issue Date: | 2015 |
Publisher: | Transilvania University Press Brasov |
Abstract: | This paper presents an overview of current state of knowledge
regarding bolted beam-to-column connections employed for momentresisting framed steel structures. The connections of steel structures are one
of the determining factors of economy in structural steel work. Moreover the
manual evaluation of bolted connection is a difficult task. The selection of
connections is often based upon simplicity, duplication and ease of erection,
which can be done with relatively unskilled workers and with basic tools.
From this point of view the designer have to avoid complicated joint
configurations with costly fabrication and laborious design. The state-of-the
art report presented in this paper highlights the new tendencies in the field of
steel beam-to-column bolted connections, and the importance of knowledge
of their behaviour |
URI: | http://hdl.handle.net/123456789/2036 |
ISSN: | 2285-7656 |
Appears in Collections: | CIBv2015
|
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
|