Punching Shear in Post-Tensioned Flat Slabs with Shear Reinforcement: Codes and Tests
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address 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 Load-Bearing Analysis · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (14)
Show source-provided references
1. Hawkins, N. M., “Lateral Load Resistance of Unbonded Post-Tensioned Flat Plate Construction,” PCI Journal, V. 26, No. 1, 1981, pp. 94-117. doi: 10.15554/pcij.01011981.94.11710.15554/pcij.01011981.94.117 ↗
2. Martinez-Cruzado, J. A.; Qaisrani, A. N.; and Moehle, J. P., “Post-Tensioned Flat Plate Slab-Column Connections Subject to Earthquake Loading,” 5th U.S. National Conference on Earthquake Engineering, V. 2, Chicago, IL, 1994, pp. 139-148.
3. Kang, T. H. K., and Wallace, J. W., “Dynamic Responses of Flat Plate Systems with Shear Reinforcement,” ACI Structural Journal, V. 102, No. 5, Sept.-Oct. 2005, pp. 763-773.10.14359/14672 ↗
4. Ritchie, M., and Ghali, A., “Seismic-Resistant Connections of Edge Columns with Prestressed Slabs,” ACI Structural Journal, V. 102, No. 2, Mar.-Apr. 2005, pp. 314-323.10.14359/14283 ↗
5. Gayed, R. B., and Ghali, A., “Seismic-Resistant Joints of Interior Columns with Prestressed Slabs,” ACI Structural Journal, V. 103, No. 5, Sept.-Oct. 2006, pp. 710-719.10.14359/16923 ↗
6. Carvalho, A. L.; Melo, G. S.; Gomes, R. B.; and Regan, P. E., “Punching Shear in Post-Tensioned Flat Slabs with Stud Rail Shear Reinforcement,” ACI Structural Journal, V. 108, No. 5, Sept-Oct. 2011, pp. 523-531.10.14359/51683209 ↗
7. Carvalho, A. L.; Melo, G. S.; Gomes, R. B.; and Regan, P. E., “(Disc. 108-S49, p. 523) Punching Shear in Post-Tensioned Flat Slabs with Stud Rail Shear Reinforcement,” ACI Structural Journal, V. 109, No. 4, July-Aug. 2012, pp. 579-581.
8. ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-14) and Commentary (ACI 318R‑14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
9. BS EN 1992-1-1, “Eurocode 2: Design of Concrete Structures. Part 1-1, General Rules and Rules for Buildings,” British Standards Institution, London, UK, Dec. 2004, 225 pp.
10. Carvalho, A. L., “Punching Shear in Post-Tensioned Concrete Flat Slabs with Unbonded Tendons and Stud Shear Reinforcement,” doctoral thesis, Faculty of Technology, University of Brasília, Brasília, Brazil, 2005, 423 pp.
11. Fortunato, P. A. G., “Punching of Prestressed Concrete Flat Slabs with Stud Shear Reinforcement,” master’s dissertation, Federal University of Goiás, Goiânia, Brazil, 2005, 210 pp.
12. Melges, J. L. P., “Experimental Analysis of Punching in Reinforced and Prestressed Concrete Slabs,” doctoral thesis, Escola de Engenharia de São Carlos, São Carlos, Brazil, 2001, 414 pp.
13. Joint ACI-ASCE Committee 421, “Guide to Shear Reinforcement for Slabs (ACI 421.1R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 15 pp.
14. CEB-FIP, “CEB-FIP Model Code 90,” Thomas Telford, London, UK, 1993, 460 pp.