The importance and use of vertical crack displacements for the assessment of existing reinforced concrete deep beams

Author:

Trandafir Alexandru N.,Palipana Dhanushka K.,Proestos Giorgio T.,Mihaylov Boyan I.

Publisher

Elsevier BV

Reference25 articles.

1. Behavior of large deep beams subjected to monotonic and reversed cyclic shear;Mihaylov;Acids Struct J,2010

2. Effects of existing shear damage on externally posttensioned repair of bent caps;Aravinthan;J Struct Eng,2007

3. Birrcher D., Tuchscherer R., Huizinga M., Bayrak O., Wood S.L., Jirsa J.O. Strength and serviceability design of reinforced concrete deep beams. Report No. FHWA/TX-09/0–5253-1, The University of Texas at Austin; 2009.

4. Larson N., Gomez E.F., Garber D., Bayrak O., Ghannoum W.M. Strength and serviceability design of reinforced concrete inverted-T beams. Report No. FHWA/TX-13/0–6416-1, The University of Texas at Austin; 2013.

5. Towards the development of direct crack-based assessment of structures;Calvi;Acids Spec Publ,2018

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