Title:
Disc. 112-S18/From the March-April 2015 ACI Structural Journal, p. 199
Author(s):
Eva O. L. Lantsoght
Publication:
Structural Journal
Volume:
113
Issue:
1
Appears on pages(s):
191-192
Keywords:
DOI:
Date:
1/1/2016
Abstract:
Disc. 112-S18/From the March-April 2015 ACI Structural Journal, p. 199 Wide Beam Shear Behavior with Diverse Types of Reinforcement. Paper by S. E. Mohammadyan-Yasouj, A. K. Marsono, R. Abdullah, and M. Moghadasi
Related References:
31. Lantsoght, E. O. L.; van der Veen, C.; De Boer, A.; and Walraven, J., “Influence of Width on Shear Capacity of Reinforced Concrete Members,” ACI Structural Journal, V. 111, No. 6, Nov.-Dec. 2014, pp. 1441-1450.
32. Regan, P. E., “Shear Resistance of Members without Shear Reinforcement,” Proposal for CEB Model Code MC90, Polytechnic of Central London, London, UK, 1987, 28 pp.
33. Reineck, K.-H.; Kuchma, D. A.; and Fitik, B., “Erweiterte Datenbanken zur Überprüfung der Querkraftbemessung von Konstruktionsbetonbauteilen ohne und mit Bügel (Extended Databases with Shear Tests on Structural Concrete Beams without and with Stirrups for the Assessment of Shear Design Procedures,” Deutscher Ausschuss für Stahlbeton, Heft 597.
34. Reineck, K.-H.; Bentz, E. C.; Fitik, B.; Kuchman, D. A.; and Bayrak, O., “ACI-DAfStb Database of Shear Tests on Slender Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 110, No. 5, Sept.-Oct. 2013, pp. 867-876.