Development and study of deck joints in prefabricated concrete bulb-tee bridge girders: Experimental evaluation-Reference-Cited by-同舟云学术

Development and study of deck joints in prefabricated concrete bulb-tee bridge girders: Experimental evaluation

Published:2015-07-28 Issue:1,2 Volume:11 Page:55-71
ISSN:1573-2487
Container-title:Bridge Structures
language:
Short-container-title:BRS

Author:

Afefy Hamdy M.¹²,Sennah Khaled²,Tu Siyin²,Ismail Mohamed³,Kianoush Reza²

Affiliation:

1. Structural Engineering Department., Faculty of Engineering, Tanta University, Tanta, Egypt

2. Civil Engineering Department, Ryerson University, Toronto, ON, Canada

3. Department of Architectural Engineering, Hanyang University, Seoul, Republic of Korea

Publisher

IOS Press

Subject

Building and Construction

Reference23 articles.

1. Canadian Standard Association (2006). Canadian highway bridge design code CAN/CSA-S6- 06. CSA International. Toronto. Ontario. Canada

2. AASHTO (2012). LRFD Bridge design specifications. 2nd Ed. American Association of State Highway and Transportation Officials. Washington. D.C. USA

3. Experimental study on prefabricated concrete bridge girder-to-girderintermittent-bolted connection systems;Shah;ASCE journal of Bridge Engineering,2007

4. Flange-to-flange moment connections for precast concrete deck bulb-teebridge girders;Shah;Journal of Prestressed Concrete Institute, PCI,2006

5. Graybeal B. Behavior of Field-Cast Ultra-High Performance Concrete Bridge Deck Connections under Cyclic and Static Structural Loading. Report No. FHWA-HRT-11-023, Federal Highway Administration, 116 pages. 2010

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