journal article·2019-03-01

Updated Fragility Functions for Shear-Critical Reinforced Concrete Walls

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ACI Structural Journal· Volume 116· Issue 2
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OpenAlex topics: Seismic Performance and Analysis · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis

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References (16)

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1. ACI Committee 546, 2004, “Concrete Repair Guide (ACI 546-04),” American Concrete Institute, Farmington Hills, MI, 53 pp.
2. FEMA, 1998a, “Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings—Basic Procedures Manual (ATC-43, FEMA 306),” Federal Emergency Management Agency, Washington, DC, 250 pp.
3. FEMA, 1998b, “Repair of Earthquake Damaged Concrete and Masonry Wall Buildings (FEMA 308),” Federal Emergency Management Agency, Washington, DC, 65 pp.
4. FEMA, 2012, “Seismic Performance Assessment of Buildings, Volume 1 – Methodology (FEMA P-58-1),” Federal Emergency Management Agency, Washington, DC, 278 pp.
5. Greiner, U., and Ramm, W., 1995, “Air Leakage Characteristics in Cracked Concrete,” Nuclear Engineering and Design, V. 156, No. 1-2, pp. 167-172. doi: 10.1016/0029-5493(94)00942-R10.1016/0029-5493(94)00942-R ↗
6. Gulec, C. K., 2009, “Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls,” PhD dissertation, University at Buffalo, the State University of New York, Buffalo, NY.
7. Gulec, C. K., and Whittaker, A. S., 2009, “Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls,” Technical Report MCEER-09-0010, Buffalo, NY, 291 pp.
8. Gulec, C. K.; Whittaker, A. S.; and Hooper, J. D., 2009, “Damage States and Fragility Curves for Low Aspect Ratio Reinforced Concrete Walls (FEMA P-58/BD-3.8.8),” Federal Emergency Management Agency, Washington, DC.
9. Gulec, C. K.; Whittaker, A. S.; and Hooper, J. D., 2010, “Fragility Functions for Low Aspect Ratio Reinforced Concrete Walls,” Engineering Structures, V. 32, No. 9, pp. 2894-2901. doi: 10.1016/j.engstruct.2010.05.00810.1016/j.engstruct.2010.05.008 ↗
10. Hamilton, C. H.; Hutchinson, T. C.; Pardoen, G. C.; Salmon, M. W.; and Wang, T., 2004, “Gas and Aerosol Leakage Rate through Reinforced Concrete Shear Walls: Experimental Study,” Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
11. Luna, B. N.; Rivera, J. P.; Epackachi, S.; and Whittaker, A. S., 2018, “Seismic Response of Low Aspect Ratio Reinforced Concrete Walls for Buildings and Safety-Related Nuclear Applications,” Technical Report MCEER-16-0008, Buffalo, NY, 456 pp.
12. Luna, B. N.; Rivera, J. P.; and Whittaker, A. S., 2015, “Seismic Behavior of Low Aspect Ratio Reinforced Concrete Shear Walls,” ACI Structural Journal, V. 112, No. 5, Sept.-Oct., pp. 593-603. doi: 10.14359/5168770910.14359/51687709 ↗
13. Rivera, J. P.; Josipovic, G.; Lejeune, E.; Luna, B. N.; and Whittaker, A. S., 2015, “Automated Detection and Measurement of Cracks in Reinforced Concrete Components,” ACI Structural Journal, V. 112, No. 3, May-June, pp. 397-405. doi: 10.14359/5168742410.14359/51687424 ↗
14. Rivera, J. P.; Luna, B. N.; and Whittaker, A. S., 2018, “Seismic Damage Assessment of Low Aspect Ratio Reinforced Concrete Shear Walls,” Technical Report MCEER-18-0003, Buffalo, NY, 306 pp.
15. Rizkalla, S. H.; Lau, B. L.; and Simmonds, S. H., 1984, “Air Leakage Characteristics in Reinforced Concrete,” Journal of Structural Engineering, ASCE, V. 110, No. 5, pp. 1149-1162. doi: 10.1061/(ASCE)0733-9445(1984)110:5(1149)10.1061/(ASCE)0733-9445(1984)110:5(1149) ↗
16. Soppe, T. E., and Hutchinson, T. C., 2012, “Assessment of Gas Leakage Rates through Damaged Reinforced-Concrete Walls,” Journal of Materials in Civil Engineering, ASCE, V. 24, No. 5, pp. 560-567. doi: 10.1061/(ASCE)MT.1943-5533.000040910.1061/(ASCE)MT.1943-5533.0000409 ↗