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 |
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) |
Event Details | Rank B B B B B B B |
Event Details | 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23) Parent Australasian Conference on the Mechanics of Structures and Materials Delivery In person 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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