Effect of beam-column joint stiffness on the design of beams
Paper
Paper/Presentation Title | Effect of beam-column joint stiffness on the design of beams |
---|---|
Presentation Type | Paper |
Authors | |
Author | Ferdous, Wahid |
Editors | Smith, Scott |
ERA Conference ID | 42490 |
Journal Citation | 2, pp. 701-706 |
Number of Pages | 6 |
Year | 2014 |
Place of Publication | Lismore, Australia |
ISBN | 9780994152008 |
9780994152015 | |
Web Address (URL) of Paper | http://works.bepress.com/wahid_ferdous/3/ |
Conference/Event | 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23) |
Australasian Conference on the Mechanics of Structures and Materials | |
Event Details | Australasian Conference on the Mechanics of Structures and Materials Rank B B B B B B B B |
Event Details | 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23) Event Date 09 to end of 12 Dec 2014 Event Location Byron Bay, Australia |
Abstract | The infrastructure should be design in such a way that ensures safe, serviceable, durable and economic construction. For the beam design, the joints between beam and column is traditionally considered a |
Keywords | semi rigid joint, rotational stiffness, moment, deflection |
ANZSRC Field of Research 2020 | 400510. Structural engineering |
Byline Affiliations | Centre of Excellence in Engineered Fibre Composites |
Institution of Origin | University of Southern Queensland |
https://research.usq.edu.au/item/q2x1x/effect-of-beam-column-joint-stiffness-on-the-design-of-beams
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