1 |
Applied Technology Council, ATC-13 (1985), "Earthquake damage evaluation data for California", Applied Technology Council, Redwood City, California.
|
2 |
Applied Technology Council, ATC-40 (1996), "Seismic evaluation and retrofit of concrete buildings", Applied Technology Council, Redwood City, California.
|
3 |
Aslani, H. and Miranda, E. (2005), "Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings", J. Earthq. Eng., 9(6), 777-804.
DOI
|
4 |
Alsayed, S., Al-Salloum, Y., Almusallam, T. and Siddiqui, N. (2010), "Seismic response of FRP-Upgraded exterior RC beam-column joints", J. Compos. Constr., ASCE, 14(2), 195-208.
DOI
|
5 |
ACI 318-08 (2008), "Building code requirements for structural concrete and commentary", Farmington Hills, MI: American Concrete Institute.
|
6 |
Choudhury, A.M. (2010), "Study on size effect of RC beam-column connections with and without retrofitting under cyclic loading", Doctoral Thesis, Department of Civil Engineering, Indian Institute of Technology, Guwahati, India.
|
7 |
Federal Emergency Management Agency, FEMA (1998), Repair of earthquake Damaged Concrete and Masonry Wall Buildings, FEMA 308, 24-42.
|
8 |
Filiatrault, A. and Lebrun, I. (1996), "Seismic repairing of reinforced concrete joints by epoxy pressure injection technique", ACI, SP, 160, 73-92.
|
9 |
Gulec, C.K., Whittaker, A.S. and Hooper, J.D. (2010), "Fragility functions for low aspect ratio reinforced concrete walls", Eng. Struct., 32(9), 2894-2901.
DOI
|
10 |
Haldar, A. and Mahadevan, S. (2000), Probability, Reliability, and Statistical Methods for Engineering Design, John Wiley & Sons, Inc.
|
11 |
Hayter, A.J. (2002), "Probability and statistic for engineers and scientists", Duxbury, Thompson Learning, USA.
|
12 |
Hadi, M.N.S. (2010), "Rehabilitating destructed reinforced concrete T- connections by steel strap", J. Constr. Build. Mater., 25(2), 851-858.
|
13 |
IS 456 (2000), "Plain and reinforced concrete - Code of Practice", Bureau of Indian Standard, New Delhi.
|
14 |
IS 13920 (1993), "Ductile detailing of reinforced concrete structures subjected to seismic forces - Code of Practice", Bureau of Indian Standard, New Delhi.
|
15 |
IS: 12269 (1987), "Specification for OPC-53 grade cement", Bureau of Indian Standard, New Delhi.
|
16 |
IS: 10262 (2009), "Guidelines for concrete mix design proportioning (CED 2: Cement and Concrete)", Bureau of Indian Standard, New Delhi.
|
17 |
IS: 2386a (1963), "Methods of test for aggregates for concrete - Part 1: Particle size and shape", Bureau of Indian Standard, New Delhi.
|
18 |
IS: 2386b (1963), "Methods of Test for aggregates for concrete - Part 3: Specific gravity, Density, Voids, Absorption and Bulking", Bureau of Indian Standard, New Delhi.
|
19 |
IS: 432 (1) (1982), "Specification for mild steel and medium tensile steel bars and hard-drawn steel wire for concrete reinforcement: Part I Mild steel and medium tensile steel bars", Bureau of Indian Standard, New Delhi.
|
20 |
IS: 1608 (1995), "Mechanical testing of metals - tensile testing", Bureau of Indian Standard, New Delhi.
|
21 |
Jeon, J., Lowes, L.N., DesRoches, R. and Brilakis, I. (2015), "Fragility curves for non-ductile reinforced concrete frames that exhibit different component response mechanisms", Eng. Struct., 85, 127-143.
DOI
|
22 |
Karayannis, C.G., Chalioris, C.E. and Sideris, K.K. (1998), "Effectiveness of RC beam-column connection repair using epoxy resin injections", J. Earthq. Eng., 2(2), 217-240.
DOI
|
23 |
Karayannis, C.G., Chalioris, C.E. and Sirkelis, G.M. (2008a), "Local retrofit of exterior beam-column joints using thin RC jackets-An experimental study", J. Earthq. Eng. Struct. Dyn., 37(5), 727-746.
DOI
|
24 |
Karayannis, C.G. and Sirkelis, G.M. (2008b), "Strengthening and rehabilitation of RC beam-column joints using C-FRP jacketing and epoxy resin injection", J. Earthq. Eng. Struct. Dyn., 37(5), 769-790.
DOI
|
25 |
Lignos, D., Kolios, D. and Miranda, E. (2010), "Fragility assessment of reduced beam section moment connections", J. Struct. Eng, 136(9), 1140-1150.
DOI
|
26 |
Lilliefors, H.W. (1967), "On the K-S Test for normality with mean and variance unknown", J. Am. Statistic. Assoc., 62(318), 399-402.
DOI
|
27 |
Marthong, C., Dutta, A. and Deb, S.K. (2013), "Seismic rehabilitation of RC exterior beam-column connections using epoxy resin injection", J. Earthq. Eng., 17(3), 378-398.
DOI
|
28 |
Mosalam, K.M., Ayala, G., White, R.N. and Roth, C. (1997), "Seismic fragility of LRC frames with and without masonry infill walls", J. Earthq. Eng., 1(4), 693-719.
DOI
|
29 |
Marthong, C. and Marthong, S. (2016), "An experimental study on the effect of PET fibers on the behavior of exterior RC beam-column connection subjected to reversed cyclic loading", Struct. J., 5, 175-185.
DOI
|
30 |
Mukherjee, A. and Joshi, M. (2005), "FRPC reinforced concrete beam-column joints under cyclic excitation", Compos. Struct., 70(2), 185-199.
DOI
|
31 |
Pagni, C.A. and Lowes, L.N. (2006), "Fragility functions for older reinforced concrete beam-column joints", Earthq. Spectra, 22(1), 215-238.
DOI
|
32 |
Porter, K., Kennedy, R. and Bachman, R. (2007a), "Creating fragility functions for performance-based earthquake engineering", Earthq. Spectra, 23(2), 471-489.
DOI
|
33 |
Porter, K., Hamburger, R. and Kennedy, R. (2007b), "Practical development and application of fragility functions", Struct. Eng. Res. Front., 1-16.
|
34 |
Ramamoorthy, S.K. (2006), "Seismic fragility estimates for reinforced concrete framed buildings", Doctoral Thesis, Department of Civil Engineering, Graduate Studies of Texas A&M University, United States.
|
35 |
Shinozuka, M., Kim, S., Kushiyama, S. and Yi, J. (2002), "Fragility curves of concrete bridges retrofitted by column jacketing", Eng. Eng. Vib., 1(2), 195-205.
DOI
|
36 |
Singhal, A. and Kiremidjian, A.S. (1996), "Method for probabilistic evaluation of seismic structural damage", J. Struct. Eng., 122(12), 1459-1467.
DOI
|
37 |
Tsonos, A.G. (2001), "Seismic repairing of reinforced concrete joints by removal and replacement technique", Eur. Earthq. Eng., 3, 29-43.
|
38 |
Yamazaki, F. and Murao, O. (2000), "Vulnerability functions for Japanese buildings based on damage data from the 1995 Kobe earthquake", Implication of recent earthquakes on seismic risk: Series on Innovation and Construction, Imperial College Press, London, 2, 91-102.
|
39 |
Yurdakul, O. and Avsar, O. (2015), "Structural repairing of damaged reinforced concrete beam- column assemblies with CFRPs", Struct. Eng. Mech., 54(3), 521-543.
DOI
|