USE OF CFRP TO PROVIDE CONTINUITY IN RC BEAMS UNDER DYNAMIC LOADING
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Innovative concrete reinforcement materials
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References (13)
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1. ACI Committee 315, 1974, “Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315-74),” American Concrete Institute, Farmington Hills, MI, 167 pp.
2. ACI Committee 318, 1989, “Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary (ACI 318R-89),” American Concrete Institute, Farmington Hills, MI, 353 pp.
3. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hills, MI, 519 pp.
4. Cantwell, W. J., and Smith, K., 1999, “Static and Dynamic Response of CFRP-Strengthened Concrete Structures,” Journal of Materials Science Letters, V. 18, No. 4, Feb., pp. 309-310. doi: 10.1023/A:100663530721310.1023/A:1006635307213 ↗
5. Department of Defense, 2013, “Design of Buildings to Resist Progressive Collapse (UFC 4-023-03),” Department of Defense, Washington, DC, 227 pp.
6. Erki, M. A., and Meier, U., 1999, “Impact Loading of Concrete Beams Externally Strengthened with CFRP Llaminates,” Journal of Composites for Construction, ASCE, V. 3, No. 3, pp. 117-124. doi: 10.1061/(ASCE)1090-0268(1999)3:3(117)10.1061/(ASCE)1090-0268(1999)3:3(117) ↗
7. GSA, 2013, “Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance,” General Service Administration, Washington, DC.
8. Jerome, D. M., and Ross, C. A., 1996, “Dynamic Response of Concrete Beams Externally Reinforced with Carbon Fiber Reinforced Plastic (CFRP) Subjected to Impulsive Loads,,” ASCE Pressure Vessels and Piping Division (Publication), V. 325, pp. 83-94.
9. Kim, I., 2006, “Rehabilitation of Poorly Detailed RC Structures Using CFRP Materials,” master’s thesis, University of Texas at Austin, Austin, TX, 144 pp.
10. Kim, I., 2008, “Use of CFRP to Provide Continuity in Existing Reinforced Concrete Members Subjected to Extreme Loads,” PhD dissertation, University of Texas at Austin, Austin, TX, 477 pp.
11. Mitchell, G., T., 2005, “Pendulum Simulation of Vehicular Impact on Retrofit Bridge Barriers,” master’s thesis, University of Texas at Austin, Austin, TX, 144 pp.
12. Orton, S., 2007, “Development of a CFRP system to Provide Continuity in Existing Reinforced Concrete Buildings Vulnerable to Progressive Collapse,” PhD dissertation, University of Texas at Austin, Austin, TX, 363 pp.
13. Sasani, M.; Bazan, M.; and Sagiroglu, S., 2007, “Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure,” ACI Structural Journal, V. 104, No. 6, Nov.-Dec., pp. 731-739.10.14359/18955 ↗