Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1617/s11527-020-1452-8.pdf
Reference26 articles.
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2. Prakash S, Belarbi A, You Y (2010) Seismic performance of circular RC columns subjected to axial force, bending, and torsion with low and moderate shear. Eng Struct 32(1):46–59. https://doi.org/10.1016/j.engstruct.2009.08.014
3. Jing DH, Yu T, Liu XD (2016) New configuration of transverse reinforcement for improved seismic resistance of rectangular RC columns: concept and axial compressive behavior. Eng Struct 111:383–393. https://doi.org/10.1016/j.engstruct.2015.12.014
4. Kakaletsis DJ, Karayannis CG, Panagopoulos GK (2010) Effectiveness of rectangular spiral shear reinforcement on infilled R/C frames under cyclic loading. J Earthq Eng 15(8):1178–1193. https://doi.org/10.1080/13632469.2011.560361
5. De Corte W, Boel V (2013) Effectiveness of spirally shaped stirrups in reinforced concrete beams. Eng Struct 52(July):667–675. https://doi.org/10.1016/j.engstruct.2013.03.032
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