Design of Concrete Slabs for Punching Shear: Controversial Concepts
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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 (27)
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1. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 503 pp.
2. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 509 pp.
3. ASTM A1044/A1044M-05, 2005, “Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete,” ASTM International, West Conshohocken, PA, 5 pp.
4. Bayrak, W. O., and Jirsa, J. O., 2009, “Two-Way Shear Strength of Slab-Column Connection: Reexamination of ACI 318 Provisions,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 160-170.10.14359/56354 ↗
5. Canadian Standard Association (CSA), 2004, “Design of Concrete Structures (CSA A23.3-04 (R2010)),” Canadian Standard Association, Toronto, ON, Canada, 258 pp.
6. Cheng, M.-Y.; Parra-Montesinos, G. J.; and Shield, C. K., 2010, “Shear Strength and Drift Capacity of Fiber-Reinforced Concrete Slab-Column Connections Subjected to Biaxial Displacements,” Journal of Structural Engineering, ASCE, V. 136, No. 9, Sep., pp. 1078-1088.10.1061/(ASCE)ST.1943-541X.0000213 ↗
7. Elgabry, A. A., and Ghali, A., 1996, “Moment Transfer by Shear in Slab-Column Connections,” ACI Structural Journal, V. 93, No. 2, Mar.-Apr., pp. 187-196.10.14359/1487 ↗
8. Fédération Internationale de Béton, (fib), 2010, “Model Code for Concrete Structures,” Comité Euro-International du Béton, Lausanne, Switzerland, 437 pp.
9. Gayed, R. B., and Ghali, A., 2008, “Unbalanced Moment Resistance in Slab-Column Joints: Analytical Assessment,” Journal of Structural Engineering, ASCE, V. 134, No. 5, May, pp. 859-864. doi: 10.1061/(ASCE)0733-9445(2008)134:5(859)10.1061/(ASCE)0733-9445(2008)134:5(859) ↗
10. Ghali, A.; Dilger, W. H.; and Gayed, R. B., 2013, “Punching of Concrete Slabs: Interpretation of Test Results,” Journal of Structural Engineering, ASCE, V. 139, No. 6, June, pp. 869-874. doi: 10.1061/(ASCE)ST.1943-541X.000070510.1061/(ASCE)ST.1943-541X.0000705 ↗
11. Ghali, A., and Gayed, R. B., 2012, “Requirements for Seismic-Resistant Flat Plates: Strength and Ductility,” Recent Development in Reinforced Concrete Slab Analysis, Design and Serviceability, SP-287, American Concrete Institute, Farmington Hills, MI, pp. 1-20.
12. Ghali, A.; Neville, A. M.; and Brown, T. G., 2009, Structural Analysis: A Unified Classical And Matrix Approach, sixth edition, Spon Press, London, UK, 835 pp.
13. Guandalini, S.; Burdet, O. L.; and Muttoni, A., 2009, “Punching of Slabs with Low Reinforcement Ratios,” ACI Structural Journal, V. 106, No. 1, Jan.-Feb., pp. 87-95.10.14359/56287 ↗
14. Joint ACI-ASCE Committee 352, 2011, “Guide for Design of Slab-Column Connections in Monolithic Concrete Structures (ACI 352.1R-11),” American Concrete Institute, Farmington Hills, MI, 28 pp.
15. Joint ACI-ASCE Committee 421, 2008, “Guide to Shear Reinforcement for Slabs (ACI 421.1R-08),” American Concrete Institute, Farmington Hills, MI, 23 pp.
16. Joint ACI-ASCE Committee 421, 2010, “Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates (ACI 421.2R-10),” American Concrete Institute, Farmington Hills, MI, 30 pp.
17. Kang, T. H.-K., and Wallace, J. W., 2008, “Seismic Performance of Reinforced Concrete Slab-Column Connections with Thin Plate Stirrups,” ACI Structural Journal, V. 105, No. 5, Sept.-Oct., pp. 617-625.10.14359/19945 ↗
18. Mast, P. E., 1970a, “Stresses in Flat Plates near Columns,” ACI Structural Journal, V. 67, No. 10, Oct., pp. 761-768.10.14359/7306 ↗
19. Mast, P. E., 1970b, “Plate Stresses at Columns near the Free Edge,” ACI Structural Journal, V. 67, No. 11, Nov., pp. 898-902.10.14359/7321 ↗
20. Megally, S. H., and Ghali, A., 2000, “Punching of Concrete Slabs Due to Column Moment Transfer,” Journal of Structural Engineering, ASCE, V. 126, No. 2, Feb., pp. 180-189. doi: 10.1061/(ASCE)0733-9445(2000)126:2(180)10.1061/(ASCE)0733-9445(2000)126:2(180) ↗
21. Moehle, J. P., 1988, “Strength of Slab-Column Edge Connections,” ACI Structural Journal, V. 85, No. 1, Jan.-Feb., pp. 89-98.10.14359/2995 ↗
22. Muttoni, A., 2008, “Punching Shear Strength of Reinforced Concrete Slabs without Transverse Reinforcement,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 440-450.10.14359/19858 ↗
23. Nazief, M. A.; Rashed, Y. F.; and El-Degwy, W. M., 2010, “Boundary Element Method Calculation of Moment Transfer Parameters in Slab-Column Connections,” ACI Structural Journal, V. 107, No. 2, Mar.-Apr., pp. 164-169.10.14359/51663532 ↗
24. Ospina, C. E., and Hawkins, N. M., 2013, “Considerations to Prevent Concentric Shear Failure in Reinforced Concrete Two-Way Slabs,” Structure Magazine, Jan., pp. 13-16.
25. Peiris, C., and Ghali, A., 2012, “Flexural Reinforcement Essential for Punching Shear Resistance of Slabs,” Recent Development in Reinforced Concrete Slab Analysis, Design and Serviceability, SP-287, American Concrete Institute, Farmington Hills, MI, pp. 83-98.
26. Pilakoutas, K., and Li, X., 2003, “Alternative Shear Reinforcement of Reinforced Concrete Flat Slabs,” Journal of Structural Engineering, ASCE, V. 129, No. 9, Sept., pp. 1164-1172.10.1061/(ASCE)0733-9445(2003)129:9(1164) ↗
27. Ritchie, M.; Ghali, A.; Dilger, W. H.; and Gayed, R. B., 2006, “Unbalanced Moment Resistance by Shear in Slab-Column Connections: Experimental Assessment,” ACI Structural Journal, V. 103, No. 1, Jan.-Feb., pp. 74-82.10.14359/15088 ↗