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Side-sliding joint behaviour for precast beam and column connections | |
Author | Jayaweera, H. M. S. V. |
Call Number | AIT Caps. Proj. no.CIE-13-09 |
Subject(s) | Precast concrete Columns, Concrete |
Note | A project submitted in partial fulfilment of the requirements for the degree of Bachelor of Science in Civil and Infrastructure Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Series Statement | Caps. Proj. ; no. CIE-13-09 |
Abstract | The structural behaviour of a monolithic concrete beam column connection was compared with that of a new precast beam column connection. Real scale concrete specimens were cast and loaded to test their behaviour. A hydraulic jack of capacity 20Tons was used to load the specimens. The new precast column beam connection showed very high resilience and did not fail even at a loading of 20Tons. Monolithic connection failed at a loading of about 13Tons. The moment resistant capacity and the rotation resistant capacity are high in the new connection. And the new connection is practically easy to assemble in the site. It is still not completely fair to compare them with each other directly because there is a lot of steel embedded in the concrete near the connection. |
Year | 2013 |
Corresponding Series Added Entry | Asian Institute of Technology. Caps. Proj. ; no. CIE-13-09 |
Type | Capstone Project |
School | School of Engineering and Technology (SET) |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Civil and Infrastructure Engineering (CIE) |
Chairperson(s) | Punchet Thammarak; |
Examination Committee(s) | Teraphan Ornthammarath; |
Degree | Capstone Project (B.Sc.)-Asian Institute of Technology, 2013 |
Contributor(s) | Prasanga, K. R. Thilina ; Mel, V. R. C. De |