On the use of MCFT per AS 5100.5 for the assessment of shear capacities of existing structures-Reference-Cited by-同舟云学术

On the use of MCFT per AS 5100.5 for the assessment of shear capacities of existing structures

Published:2019-09-11 Issue:1 Volume:21 Page:53-63
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Caprani Colin C.¹,Melhem Mayer M.¹

Affiliation:

1. Department of Civil Engineering, Monash University, Clayton, Victoria, Australia

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2019.1664207

Reference23 articles.

1. Al-Mahaidi, R., and G. Taplin (1998). Analysis of the Load Testing Results of the Old Kiewa Valley Highway Bridge Over Yackandahdah Creek: Report to VicRoads. Melbourne.

2. Load Distribution and Shear Strength Evaluation of an Old Concrete T-Beam Bridge

3. MC2010: Shear strength of beams and implications of the new approaches

4. Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete

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