Shear Strength Model for Slab-Column Connections Subjected to Unbalanced Moment
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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 (35)
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1. MacGregor, J. G., and Wight, J. K.,Reinforced Concrete: Mechanics and Design, Prentice Hall, Upper Saddle River, NJ, 2005, 1132 pp.
2. Sherif, A. G., “Behavior of Reinforced Concrete Flat Slabs,” PhD thesis, Department of Civil Engineering, The University of Calgary, Calgary, AB, Canada, 1996.
3. Kinnunen, S., and Nylander, H., “Punching of Concrete Slabs without Shear Reinforcement,”TransactionsNo. 158, Royal Institute of Technology, Stockholm, Sweden, 1960, 112 pp.
4. Nielsen, M. P.,Limit Analysis and Concrete Plasticity, 2nd Edition, CRC Press, New York, NY, 1999, pp. 306-328.
5. Applications of Critical Shear Crack Theory to Punching of Reinforced Concrete Slabs with Transverse Reinforcement
6. Punching Failure Mechanism at Edge Columns of Post-Tensioned Lift Slabs10.1016/j.engstruct.2008.03.009 ↗
7. Experimental Investigations on Punching Behavior of Reinforced Concrete Footing
8. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
9. Strength of Slab-Column Edge Connections
10. Equivalent Beam Model for Flat-Slab Buildings—Part II: Exterior Connections
11. Nonlinear Modeling of Slab-Column Connections under Cyclic Loading
12. Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement
13. Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development
14. Kotsovos, M. D., and Pavlovic, M. N.,Ultimate Limit-State Design of Concrete Structures: A New Approach, Thomas Telford, London, 1998, 208 pp.
15. Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement10.1061/(ASCE)0733-9445(2001)127:7(733) ↗
16. A Study of Dowel Action in Reinforced Concrete Beams10.1680/macr.1999.51.2.131 ↗
17. Concrete Shear Strength: Another Perspective
18. Chen, W. F.,Plasticity in Reinforced Concrete, McGraw-Hill, New York, NY, 1982, pp. 204-205.
19. Strain-Based Strength Model for Direct Punching Shear of Interior Slab-Column Connections10.1016/j.engstruct.2010.12.032 ↗
20. Korean Concrete Institute, “KCI Concrete Structure Design Code 2011,” Korea, 2011, 548 pp.
21. Influence of Slab Thickness on Punching Shear Strength
22. BS EN 1992-1-1, “Design of Concrete Structures Part I: General Rules and Rules for Buildings (EC2),” European Committee for Standardization, Brussels, Belgium, 2002, 225 pp.
23. Manterola, M., “Poinçonnement de dalles sans armature d’effort trenchant,” Comité Européen du Béton (Hrsg.), Dalles, Structures planes, CEB-Bull, Paris, d’Information 1966, 58 pp.
24. CEB-FIP, “Punching of Structural Concrete Slabs,”fib BulletinNo. 12, Lausanne, Switzerland, 2001, pp. 314.
25. Punching Strength of Reinforced Concrete Footings
26. Tests of Full-Scale Continuous Reinforced Concrete Flat Slabs
27. Stud Shear Reinforcement for Flat Concrete Plates
28. Alternative Shear Reinforcement for Reinforced Concrete Flat Slabs10.1061/(ASCE)0733-9445(2003)129:9(1164) ↗
29. Retrofit of Slab Column Interior Connections Using Shear Bolts
30. Special Shear Reinforcement for Concrete Flat Plates
31. Preassembled Shear Reinforcing Units for Flat Plates
32. Concrete Flat Plates with Well-Anchored Shear Reinforcement Elements10.1139/l82-011 ↗
33. Shear Reinforcement For Deflection Ductility of Flat Plates
34. Reinforced Concrete Wall and Column Footings: Part 1
35. Shehata, I. A. E. M., “Theory of Punching in R. C. Slabs,” PhD thesis, Polytechnic of Central London, 1985.