Fragility functions for older reinforced concrete beam-column joints

Earthquake Spectra

Volumn 22, Issue 1, 2006, Pages 215-238

  Pagni, Catherine A ^a   Lowes, Laura N ^b  

^a PACE Civil Inc   (United States)

^b University of Washington   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CRACKS; DEFORMATION; JOINTS (STRUCTURAL COMPONENTS); PROBABILITY DISTRIBUTIONS; REINFORCED CONCRETE; STATISTICAL METHODS;

DAMAGE STATES; EARTHQUAKE LOADING; ENGINEERING DEMAND PARAMETERS; FRAGILITY FUNCTIONS; REINFORCED CONCRETE BEAM-COLUMN JOINTS;

EARTHQUAKE RESISTANCE;

COLUMN; CYCLIC LOADING; DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKE EVENT; JOINT; PREDICTION; REINFORCED CONCRETE;

EID: 33645908780     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2163365     Document Type: Article

References (43)

1. ACI Committee 318, 2002. ACI 318-02: Building Code Requirements for Reinforced Concrete, American Concrete Institute, Farmington Hills, MI.
2. ACI Committee 546, 1996. ACI 546R-96: Concrete Repair Guide, American Concrete Institute, Farmington Hills, MI.
3. Alire, D., 2003. Seismic Evaluation of Existing Unconfined RC Joints, M.S. thesis, University of Washington, Seattle.
4. American Concrete Institute (ACI), 1968. ACI SP-21: Epoxies with Concrete, Farmington Hills, MI.
5. Applied Technology Council (ATC), 1998. FEMA 308: Repair of Earthquake Damaged Concrete and Masonry Wall Buildings, published by the Federal Emergency Management Agency, Washington D.C.
6. Benjamin, J. R., and Cornell, C. A., 1970. Probability, Statistics, and Decision for Civil Engineers, McGraw-Hill, New York.
7. Bonacci, J. F., and Pantazopoulou, S., 1993. Parametric investigation of joint mechanisms, ACI Struct. J. 90 (1), 61-71.
8. Bonacci, J. F., and Wight, J., 1996. Displacement-based assessment of reinforced concrete frames in earthquakes, ACI SP 162: Mete Sozen Symposium...A Tribute from His Students, American Concrete Institute, Farmington Hills, MI, pp. 117-138.
9. Coffman, H., and Kapur, J., 2003. Washington Department of Transportation, in-person interview.
10. Cornell, A., and Krawinkler, H., 2000. "Progress and Challenges in Seismic Performance Assessment," PEER News, April.
11. David, F. N., and Johnson, N. L., 1948. The probability integral transformation when parameters are estimated from the sample, Biometrika 35, 182-190.
12. Durrani, A., and Wight, J., 1982. Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading, Report UMEE 82R3, Dept. of Civil Engineering, University of Michigan, Ann Arbor.
13. El-Bahy, A., Kunnath, S. K., Stone, W. C., and Taylor, A. W., 1999. Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests, ACI Struct. J. 96 (4), 633-641.
14. Filiatrault, A., and Lebrun, I., 1996. Seismic rehabilitation of reinforced concrete joints by epoxy pressure injection technique, in ACI SP-160: Rehabilitation of Concrete Structures, American Concrete Institute, Farmington Hills, MI, pp. 73-92.
15. French, C. W., Thorp, G. A., and Tsai, W. J., 1990. Epoxy repair techniques for moderate earthquake damage, ACI Struct. J. 87 (4), 416-424.
16. Hakuto, S., Park, R., and Tanaka, H., 2000. Seismic load tests on interior and exterior beam-column joints with sub-standard reinforcing details, ACI Struct. J. 97 (1), 11-25.
17. Haldar, A., and Mahadevan, S., 2000. Probability, Reliability and Statistical Methods in Engineering Design, John Wiley and Sons, Inc., New York, 304 pp.
18. Hanson, N. W., and Conner, H. W., 1967. Seismic resistance of reinforced concrete beam-column joints, J. Struct. Div. 93 (ST5), 533-560.
19. Hoel, P. G., 1962. Introduction to Mathematical Statistics, 3rd Ed., John Wiley and Sons, Inc., New York.
20. Jara, M., Hernandez, C., Garcia, R., and Robles, F., 1989. Typical cases of repair and strengthening of concrete buildings, Earthquake Spectra 5 (1), The Mexico Earthquake of September 19, 1985: Part C, 175-181.
21. Joh, O., Goto, Y., and Shibata, T., 1991a. Behavior of Reinforced Concrete Beam-Column Joints with Eccentricity, in ACI SP-123: Design of Beam-Column Joints for Seismic Resistance, edited by J. Jirsa, American Concrete Institute, Farmington Hills, MI, pp. 317-357.
22. Joh, O., Goto, Y., and Shibata, T., 1991b. Influence of transverse joint and beam reinforcement and relocation of plastic hinge region on beam-column joint stiffness deterioration, in ACI SP-123: Design of Beam-Column Joints for Seismic Resistance, edited by J. Jirsa, American Concrete Institute, Farmington Hills, MI, pp. 187-223.
23. Kamimura, T., Takeda, S., and Tochio, M., 2000. Influence of joint reinforcement on strength and deformation of interior beam-column subassemblages, Proceedings, 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Paper No. 2267.
24. Karayannis, C. G., Chalioris, C. E., and Sideris, K. K., 1998. Effectiveness of RC beam-column connection repair using epoxy resin injections, J. Earthquake Eng. 2 (2), 217-240.
25. Kitayama, K., Otani, S., and Aoyama, H., 1991. Development of design criteria for RC interior beam-column joints, in ACI SP-123: Design of Beam-Column Joints for Seismic Resistance, edited by J. Jirsa, American Concrete Institute, Farmington Hills, MI, pp. 96-123.
26. Kottegoda, N. T., and Rosso, R., 1997. Probability, Statistics and Reliability for Civil and Environmental Engineers, McGraw-Hill Custom Publishing, Boston, 735 pp.
27. Lilliefors, H. W., 1967. On the K-S test for normality with mean and variance unknown, J. Am. Stat. Assoc. 62, 399-402.
28. Mathworks, 2003. Matlab. Version 6.5.1, http://www.mathworks.com
29. Meinheit, D., and Jirsa, J., 1977. The Shear Strength of Reinforced Concrete Beam-Column Joints, CESRL Report.
30. Meinheit, D., and Jirsa, J., 1981. Shear strength of R/C beam-column connections, J. Struct. Div. 107 (ST11), 2227-2243.
31. Miller, L. H., 1956. Table of percentage points of Kolmogorov statistics, J. Am. Stat. Assoc. 51, 111-121.
32. Mosier, W. G., 2000. Seismic Assessment of Reinforced Concrete Beam-Column Joints, M.S. thesis, University of Washington, Seattle, 218 pp.
33. Park, Y. J., and Ang, A. H. S., 1985. Mechanistic seismic damage model for reinforced concrete, J. Struct. Eng. 111 (4), 722-739.
34. Park, R., and Ruitong, D., 1988. A comparison of the behavior of reinforced concrete beam-column joints designed for ductility and limited ductility, Bull. N. Z. Natl. Soc. Earthquake Eng. 21 (4), 255-278.
35. Pessiki, S. P., Conley, C., Gergely, P., and White, R. N., 1990. Seismic Behavior of Lightly-RC Column and Beam-Column Joint Details, NCEER-90-0014, MCEER Publications, Buffalo, NY.
36. Pessiki, S. P., Conley, C., White, R. N., and Gergely, P., 1990. Seismic behavior of the beam-column connection region in lightly-reinforced concrete frame structures, Proceedings, 4th National Conference on Earthquake Engineering, May 20-24, Palm Springs, Calif., pp. 707-716.
37. Tasai, A., 1992. Effective repair with resin for bond failure of RC members, Proceedings, 10th World Conference on Earthquake Engineering, pp. 5211-5216.
38. Raynor, D. J., Lehman, D. E., and Stanton, J. F., 2002. Bond-slip response of reinforcing bars grouted in ducts, ACI Struct. J. 99 (5), 568-576.
39. Runacres, R., 2003. Contech, Inc., telephone interview.
40. Savage, S., 2003. Coughlin, Porter, and Lundeen, in-person interview.
41. Shima, H., Chou, L. L., and Okamura, H., 1987. Bond characteristics in post-yield range of deformed bars, Concrete Library of JSCE 10, 113-124.
42. Shinozuka, M., Fend, M. Q., Lee, J., and Naganuma, T., 2000. Statistical analysis of fragility curves, J. Eng. Mech. 126 (12), 1224-1231.
43. Walker, S., 2001. Seismic Performance of Existing RC Beam-Column Joints, M.S. thesis, University of Washington, Seattle.