Experimental Study of Corner Slab-Column Connection
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OpenAlex topics: Structural Engineering and Vibration Analysis · Engineering Structural Analysis Methods · Structural Load-Bearing Analysis
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References (21)
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2. 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.
3. ACI-ASCE Committee 421, 2008, “Guide to Shear Reinforcement for Slabs (ACI 421.1R-08),” American Concrete Institute, Farmington Hills, MI, 23 pp.
4. 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.
5. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-11),” American Concrete Institute, Farmington Hills, MI, 503 pp.
6. ASCE/SEI 7, 2010, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA.
7. Punching Shear Strength of Flat Slab Corner Column Connections. Part 1. Reinforced Concrete Connections10.1680/istbu.1997.29163 ↗
8. Dovich, L. M., 1994, “Lateral Response of Nonseismically Detailed Reinforced Concrete Flat Slab Structures,” PhD thesis, Department of Civil and Environmental Engineering, University of Michigan-Ann Arbor, Ann-Arbor, MI, 183 pp.
9. Punching Shear of Continuous Flat Reinforced Concrete Slabs
10. Discussion of “Proposed Revisions to Building Code Requirements for Reinforced Concrete (ACI 318-83) (Revised 1986),”
11. Hammill, N. L., 1993, “Shear Resistance of Slab-Column Connections,” MS thesis, Department of Civil Engineering, University of Calgary, Calgary, AB, 189 pp.
12. Seismic Design Criteria for Slab-Column Connections
13. Seismic Behavior of Slab-Column Connections10.1139/l99-052 ↗
14. Gravity Load Effect on Seismic Behavior of Exterior Slab-Column Connections
15. Gravity Load Effect on Seismic Behavior of Interior Slab-Column Connections
16. Corner Column-Slab Connections in Concrete Flat Plates10.1061/(ASCE)0733-9445(1987)113:4(704) ↗
17. Widianto; Bayrak, O.; and Jirsa, J. O., 2009, “Two-Way Shear Strength of Slab-Column Connections: Reexamination of ACI 318 Provisions,”ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp.160-170.10.14359/56354 ↗
18. Widjaja, S., 2008, “Behavior of Corner Slab-Column Connections in Irregular Flat Plate Floors under Gravity and Bidirectional Lateral Loading,” PhD thesis, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore, 482 pp.
19. Concrete Q & A: Checking Punching Shear Strength by the ACI Code
20. Zaghlool, E. R. F., 1971, “Strength and Behavior of Corner and Edge Column-Slab Connections in Reinforced Concrete Flat Plates,” PhD thesis, Department of Civil Engineering, University of Calgary, Calgary, AB.
21. Tests of Reinforced Concrete Flat Plate Floors10.1061/JSDEAG.0002527 ↗