Performance of Ledges in Inverted-T Beams
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Source: openalex_inverted_index · Quality: short
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
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References (9)
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2. Larson, N.; Gomez, E. F.; Garber, D.; Bayrak, O.; and Ghannoum, W., “Strength and Serviceability Design of Reinforced Concrete Inverted-T Beams,” The University of Texas at Austin Technical Report 0-6416-1, Austin, TX, 2013, 234 pp.
3. American Association of State Highway and Transportation Officials (AASHTO), “AASHTO LRFD Bridge Design Specification, Customary U.S. Units, 6th Edition,” Washington, DC, 2012, 1661 pp.
4. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
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6. Reineck, K. H., ed., Examples for the Design of Structural Concrete with Strut-and-Tie Models, SP-208, American Concrete Institute, Farmington Hills, MI, 2002, 242 pp.
7. Reineck, K. H., and Novak, L. C., eds., Further Examples for the Design of Structural Concrete with Strut-and-Tie Models, SP-273, American Concrete Institute, Farmington Hills, MI, 2010, 278 pp.
8. Birrcher, D. B.; Tuchscherer, R. G.; Huizinga, M.; and Bayrak, O., “Minimum Web Reinforcement in Deep Beams,” ACI Structural Journal, V. 110, No. 2, Mar.-Apr. 2013, pp. 297-306.10.14359/51684409 ↗
9. Varney, N. L.; Fernández-Gómez, E.; Garber, D. B.; Ghannoum, W. M.; and Bayrak, O., “Inverted-T Beams: Experiments and Strut-and-Tie Modeling,” ACI Structural Journal, V. 112, No. 2, Mar.-Apr. 2015, pp. 147-156. doi: 10.14359/5168740310.14359/51687403 ↗