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Journal Articles

Shear strength of reinforced concrete dapped-end beams using mechanism analysis

K.-H. Yang, A. F. Ashour, J.-K. Lee

Magazine of Concrete Research (2011) 63 (2): 81–97.

https://doi.org/10.1680/macr.9.00006

Published: 01 February 2011

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Journal Articles

Code modelling of reinforced-concrete deep beams

K.-H. Yang, A. F. Ashour

Magazine of Concrete Research (2008) 60 (6): 441–454.

https://doi.org/10.1680/macr.2008.60.6.441

Published: 01 August 2008

View article titled, Code modelling of reinforced-concrete deep beams

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Journal Articles

Structural behaviour of reinforced-concrete continuous deep beams with web openings

K.-H. Yang, A. F. Ashour

Magazine of Concrete Research (2007) 59 (10): 699–711.

https://doi.org/10.1680/macr.2007.59.10.699

Published: 01 December 2007

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Journal Articles

Tests of reinforced concrete short columns laterally strengthened with wire rope units and steel elements

K.-H. Yang, A. F. Ashour

Magazine of Concrete Research (2007) 59 (8): 547–557.

https://doi.org/10.1680/macr.2007.59.8.547

Published: 01 October 2007

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Journal Articles

Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams

K.-H. Yang, H.-S. Chung, A. F. Ashour

Magazine of Concrete Research (2007) 59 (8): 575–586.

https://doi.org/10.1680/macr.2007.59.8.575

Published: 01 October 2007

View article titled, Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams

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Journal Articles

Tests of concrete flanged beams reinforced with CFRP bars

A. F. Ashour, M. Family

Magazine of Concrete Research (2006) 58 (9): 627–639.

https://doi.org/10.1680/macr.2006.58.9.627

Published: 01 November 2006

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Shear strength of reinforced concrete dapped-end beams using mechanism analysis

Code modelling of reinforced-concrete deep beams

Structural behaviour of reinforced-concrete continuous deep beams with web openings

Tests of reinforced concrete short columns laterally strengthened with wire rope units and steel elements

Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams

Tests of concrete flanged beams reinforced with CFRP bars

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