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The implementation of hybrid beam to column connection in precast concrete frame

Yahya Almarrani, Ala Yahya (2016) The implementation of hybrid beam to column connection in precast concrete frame. Masters thesis, Universiti Tun Hussein Onn Malaysia.

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Abstract

The connections between precast concrete components play an important role in determining the successful of precast concrete framed structures. In particular, the connection between beam-to-column that affected the load distribution, strength, stability and constructability of the global structure. The understanding on the behavior of the connection is important for the housing project. The main objective of this research is to investigate the stress behavior and the displacement of the hybrid beam-to-column connections in precast concrete frames. The experimental test was conducted comprised of one model, which was limited to hybrid beam-to-column connections in precast concrete frames. MSC NASTRAN PATRAN software version 2016 was used to model and analysis. The behavior of load displacement relationships, stress relationships and types of failure in connections are also investigated. Moreover, the development of safe, economical, simple and hybrid precast beam-to-column connections conforming to building code requirements. The overall outcome was the stress behavior remains at the acceptable rate, and the displacement did not exceed the allowable value.

Item Type: Thesis (Masters)
Subjects: T Technology > TH Building construction > TH1000-1727 Systems of building construction
Depositing User: Mr. Mohammad Shaifulrip Ithnin
Date Deposited: 13 Aug 2018 03:28
Last Modified: 13 Aug 2018 03:28
URI: http://eprints.uthm.edu.my/id/eprint/10244
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