Beam-to-column connection using hollow steel section for precast concrete frames

The performance of precast concrete frames depends on the behaviour of connection. The configuration of connections between beam-to-column affects the constructability, stability, strength, flexibility and residual force in the structure. In addition, connections play a key role in the dissipation o...

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Main Author:	Majid, Mohamad Zaki
Format:	Thesis
Language:	English
Published:	2010
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/15430/6/MohamadZakiMajidMFKA2010.pdf
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id	my-utm-ep.15430
record_format	uketd_dc
spelling	my-utm-ep.154302017-09-28T04:17:41Z Beam-to-column connection using hollow steel section for precast concrete frames 2010-04 Majid, Mohamad Zaki TA Engineering (General). Civil engineering (General) The performance of precast concrete frames depends on the behaviour of connection. The configuration of connections between beam-to-column affects the constructability, stability, strength, flexibility and residual force in the structure. In addition, connections play a key role in the dissipation of energy and redistribution of loads. This paper describes the comparative study on testing between rigid and precast beam-to-column connections to obtain the important characteristics of the connections such as the load-displacement and moment-rotation relationship. The objective of the study is to propose a beam-to-column connection using hollow steel section for precast concrete frames and to determine experimentally the moment resistance and rotation of the proposed beam-to-column connection. In this study, three specimens comprised two precast concrete beam-to-column connection using hollow steel section and one rigid beam-to-column connection were considered. The behaviour of load displacement, moment rotation relationships and type of failure in connections are also investigated. The result indicates that the precast connection using hollow steel section provides very minimum moment resistance and hence the connection can be best model as pinned. 2010-04 Thesis http://eprints.utm.my/id/eprint/15430/ http://eprints.utm.my/id/eprint/15430/6/MohamadZakiMajidMFKA2010.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering 1) Ahmad Baharuddin Abd Rahman and Wahid Omar (2007) Industrialised Building Systems in Malaysia Construction Industry Development Board (CIDB Malaysia). 1st edition. 2) Bruggeling A.S.G. and Huyghe G.F. (1991). “Prefabrication with Concrete.” Rotterham: A.A. Balkema. 3) CIDB (2004). “IBS Publication: Catalogue of Precast Concrete Components for Building Works 2004/2005.” Available: http://www.cidb.gov.my/ 4) Dolan C.W., Stanton J.F. and Anderson R.G.(1987). “Moment Resistance Connections and Simple Connections.” PCI Journal 1987, V32 No.2, 64-74. 5) Dolan C.W, Nilson A.H and Darwin D, (2004). “Design of Concrete Structures”. Thirteenth Edition. 6) Elliott, K.S. (1996). Multi-Storey Precast Concrete Framed Structures. Oxford: Blackwell Science Ltd. 7) Loo Y.C. and Yao B.Z (1995). “Static and Repeated Load Tests on Precast Concrete Beam-to-Column. 8) Macgregor J.G. (1992). “Reinforced Concrete Mechanics and Design.” United State: Prentice-Hall. 9) Park R. and Paulay T. (1975). “Reinforced Concrete Structures.” New York: John Wiley & Sons. 10) Precast/Prestressed Concrete Institute (1999). PCI Design Handbook Precast and Prestressed Concret.Chicago, Illinois: PCI. 11) Saeed, M (2003). “Finite Element Analysis – Theory and Application with ANSYS.” New Jersey : Pearson Education, Inc, 2. 12) Waddell, J.J (1974). “Precast Concrete: Handling and Erection.” Detroit, Michigan: American Concrete Institute (ACI)
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Majid, Mohamad Zaki Beam-to-column connection using hollow steel section for precast concrete frames
description	The performance of precast concrete frames depends on the behaviour of connection. The configuration of connections between beam-to-column affects the constructability, stability, strength, flexibility and residual force in the structure. In addition, connections play a key role in the dissipation of energy and redistribution of loads. This paper describes the comparative study on testing between rigid and precast beam-to-column connections to obtain the important characteristics of the connections such as the load-displacement and moment-rotation relationship. The objective of the study is to propose a beam-to-column connection using hollow steel section for precast concrete frames and to determine experimentally the moment resistance and rotation of the proposed beam-to-column connection. In this study, three specimens comprised two precast concrete beam-to-column connection using hollow steel section and one rigid beam-to-column connection were considered. The behaviour of load displacement, moment rotation relationships and type of failure in connections are also investigated. The result indicates that the precast connection using hollow steel section provides very minimum moment resistance and hence the connection can be best model as pinned.
format	Thesis
qualification_level	Master's degree
author	Majid, Mohamad Zaki
author_facet	Majid, Mohamad Zaki
author_sort	Majid, Mohamad Zaki
title	Beam-to-column connection using hollow steel section for precast concrete frames
title_short	Beam-to-column connection using hollow steel section for precast concrete frames
title_full	Beam-to-column connection using hollow steel section for precast concrete frames
title_fullStr	Beam-to-column connection using hollow steel section for precast concrete frames
title_full_unstemmed	Beam-to-column connection using hollow steel section for precast concrete frames
title_sort	beam-to-column connection using hollow steel section for precast concrete frames
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2010
url	http://eprints.utm.my/id/eprint/15430/6/MohamadZakiMajidMFKA2010.pdf
_version_	1747814995141328896

Beam-to-column connection using hollow steel section for precast concrete frames

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