Assessment and Simplification of American Association of State Highway and Transportation Officials Sectional Shear Design Using V-M Interaction Diagram
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Geotechnical Engineering and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (22)
Show source-provided references
1. American Association of State Highway and Transportation Officials (AASHTO), 2010, “Bridge Design Specifications,” fifth edition, AASHTO LRFD, Washington, DC, pp. 1-1635.
2. American Association of State Highway and Transportation Officials (AASHTO), 2020, “Bridge Design Specifications,” ninth edition, AASHTO LRFD, Washington, DC, pp. 1-88.
3. American Association of State Highway Transportation Officials (AASHTO), 1994, “Bridge Design Specifications,” first edition, AASHTO LRFD, Washington, DC, pp. 1-1694. Including interim revisions for 1996 through 2007.
4. Bentz, E. C.; Vecchio, F. J.; and Collins, M. P., 2006, “Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements,” ACI Structural Journal, V. 103, No. 4, July-Aug., pp. 614-624.10.14359/16438 ↗
5. Canadian Standards Association (CSA), 1994, “Design of Concrete Structures (CSA Committee A23.3),” CSA Group, Toronto, ON, Canada, 199 pp.
6. Canadian Standards Association (CSA), 2010, “Design of Concrete Structures (CSA Committee A23.3) (Reaffirmed 2010),” CSA Group, Toronto, ON, Canada, 214 pp.
7. Collins, M. P., 1978, “Towards a Rational Theory for RC Members in Shear,” Journal of the Structural Division, V. 104, No. 4, pp. 649-666. doi: 10.1061/JSDEAG.000490010.1061/JSDEAG.0004900 ↗
8. Collins, M. P.; Bentz, E. C.; and Sherwood, E. G., 2008, “Where Is Shear Reinforcement Required? Review of Research Results and Design Procedures,” ACI Structural Journal, V. 105, No. 5, Sept.-Oct., pp. 590-600.10.14359/19942 ↗
9. Collins, M. P., and Mitchell, D., 1991, Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, NJ, pp. 1-766.
10. Collins, M. P.; Mitchell, D.; Adebar, P.; and Vecchio, F. J., 1996, “A General Shear Design Method,” ACI Structural Journal, V. 93, No. 1, Jan.-Feb., pp. 36-45.10.14359/9838 ↗
11. Hawkins, N. M., and Kuchma, D. A., 2005, “Simplified Shear Design of Structural Concrete Members,” NCHRP Report 549, Transportation Research Board, National Research Council, Washington, DC, pp. 1-338.10.17226/13555 ↗
12. International Federation for Structural Concrete (fib), 2010, “Model Code 2010 First Complete Draft Vol. 1,” fib Bulletin 55, Lausanne, Switzerland, 318 pp.
13. International Federation for Structural Concrete (fib), 2010, “Model Code 2010 First Complete Draft Vol. 2,” fib Bulletin 56, Lausanne, Switzerland, 312 pp.
14. Kani, G. N. J., June, “Basic Facts Concerning Shear Failure,” ACI Journal Proceedings, V. 63, No. 6, 1966, pp. 675-692.10.14359/7644 ↗
15. Lee, J. D., 2020, “Development of a Truss-Arch Model Unified for Flexure and Shear-Critical Interaction of Structural Concrete Members,” PhD dissertation, Department of Civil and Environmental Engineering, Texas A&M University, College Station, TX.
16. Lee, J. D.; Barooah, U. R.; McKee, C. D.; Birely, A. C.; and Mander, J. B., 2019, “Recommendations for Design of Concentrically Pretensioned, Precast Concrete Bent Caps,” Practice Periodical on Structural Design and Construction, ASCE, V. 24, No. 1, p. 04018034 doi: 10.1061/(ASCE)SC.1943-5576.000040610.1061/(ASCE)SC.1943-5576.0000406 ↗
17. Lee, J. D., and Mander, J. B., 2022, “Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members,” Journal of Structural Engineering, ASCE, V. 148, No. 7, p. 04022074 doi: 10.1061/(ASCE)ST.1943-541X.000338010.1061/(ASCE)ST.1943-541X.0003380 ↗
18. Lee, J.-Y., and Hwang, H.-B., 2010, “Maximum Shear Reinforcement of Reinforced Concrete Beams,” ACI Structural Journal, V. 107, No. 5, Sept.-Oct., pp. 580-588.10.14359/51663909 ↗
19. MacGregor, J. G., 1983, “Load and Resistance Factors for Concrete Design,” ACI Journal Proceedings, V. 80, No. 4, July-Aug., pp. 279-289.10.14359/10845 ↗
20. Mitchell, D., and Collins, M. P., 1974, “Diagonal Compression Field Theory – A Rational Model for Structural Concrete in Pure Torsion,” ACI Structural Journal, V. 71, No. 8, Aug., pp. 396-408.10.14359/7103 ↗
21. Saleh, M., and Tadros, M. K., 1997, “Maximum Reinforcement in Prestressed Concrete Members,” PCI Journal, V. 42, No. 2, pp. 143-144.10.15554/pcij42.2-pands ↗
22. Vecchio, F. J., and Collins, M. P., 1986, “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Structural Journal, V. 83, No. 2, Mar.-Apr., pp. 219-231.10.14359/10416 ↗