1 |
Kakaletsis, D.J., David, K.N. and Karayannis, C.G. (2011), "Effectiveness of some conventional seismic retrofitting techniques for bare and infilled R/C frames", J. Struct. Eng. Mech., 39(4), 499-520.
DOI
|
2 |
Kalogeropoulos, G.I., Tsonos, A.G., Konstandinidis, D. and Tsetines, S. (2016), "Pre-earthquake and post-earthquake retrofitting of poorly detailed exterior RC beam-to-column joints", Eng. Struct., 109, 1-15.
DOI
|
3 |
Kanchanadevi, A. and Ramanjaneyulu, K. (2017), "Comparative performance of seismically deficient exterior beam-column subassemblages of different design evolutions: A closer perspective", Earthq. Struct., 13(2), 177-191.
DOI
|
4 |
Kanchanadevi, A. and Ramanjaneyulu, K. (2018a), "Non-invasive steel haunch upgradation strategy for seismically deficient reinforced concrete exterior beam-column sub-assemblages", Steel Compos. Struct., 28(6), 719-734.
DOI
|
5 |
Kanchanadevi, A. and Ramanjaneyulu, K. (2018b), "Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages", Eng. Struct., 174, 601-617
DOI
|
6 |
Kanchanadevi, A., Ramanjaneyulu K., Mayank, T. and Saptarshi S. (2018), "Novel non-invasive seismic upgradation strategies for gravity load designed exterior beam-column joints", Arch. Civil Mech. Eng., 18, 479- 489.
DOI
|
7 |
Kheyroddin, A., Khalili, A., Emami, E. and Sharbatdar, M.K. (2016), "An innovative experimental method to upgrade performance of external weak RC joints using fused steel prop plus sheets", Steel Compos. Struct., 21(2), 443-460.
DOI
|
8 |
Li, J., Gong, J. and Wang, J. (2009), "Seismic behavior of corrosion-damaged reinforced concrete columns strengthened using combined carbon fiber-reinforced polymer and steel jacket", Constr. Build. Mater., 23, 2653-2663.
DOI
|
9 |
Kunnath, S.K., Hoffmann, G., Reinhorn, A.M. and Mander, J.B. (1995), "Gravity load-designed reinforced concrete buildings-Part II: Evaluation of detailing enhancements", ACI Struct. J., 92(4), 470-478.
|
10 |
Lee, H.S., Noguchi, T. and Tomosawa, F. (2002), "Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion", Cement Concrete Res., 32, 1313-1318.
DOI
|
11 |
Ou, Y.C. and Nguyen, N.D. (2016), "Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams", Eng. Struct., 126, 210-223.
DOI
|
12 |
Liu, X., Jiang, H. and He, L. (2017), "Experimental investigation on seismic performance of corroded reinforced concrete moment-resisting frames", Eng. Struct., 153, 639-652.
DOI
|
13 |
Melo, J., Varum, H. and Tiziana Rossetto, T. (2015), "Cyclic behaviour of interior beam-column joints reinforced with plain bars", Earthq. Eng. Struct. Dyn., 44, 1351-1371.
DOI
|
14 |
Natesan, M., Venkatachari, G. and Palaniswamy, N. (2005), "Corrosivity and durability maps of India", Corr. Prevent. Control, 52(2), 43-55.
|
15 |
Pampanin, S., Bolognini, D. and Pavese, A. (2007), "Performancebased seismic retrofit strategy for existing reinforced concrete frame system using fiber-reinforced polymer composites", J. Compos. Constr., ASCE, 11, 211-226.
DOI
|
16 |
Priestley, M.J.N. (1997), "Displacement-based seismic assessment of reinforced concrete buildings", J. Earthq. Eng., 1(1), 157-192.
DOI
|
17 |
Pantelides, C.P., Hansen, J., Nadauld, J. and Reaveley, L.D. (2002), "Assessment of Reinforced Concrete Building Exterior Joints with Substandard Details", PEER Report 18, University of California, Berkeley.
|
18 |
Park, Y. and Ang, A. (1985), "Mechanistic seismic damage model for reinforced-concrete", J. Struct. Eng., ASCE, 111(4), 722-739.
DOI
|
19 |
Park, Y.J., Ang, A.H.S. and Wen, Y.K. (1987), "Damage-limiting aseismic design of buildings", Earthq. Spectra, 3(1), 1-26.
DOI
|
20 |
Realfonzo, R., Napoli, A. and Pinilla, J.G.R. (2014), "Cyclic behavior of RC beam-column joints strengthened with FRP systems", Constr. Build. Mater., 54, 282-297.
DOI
|
21 |
Tsonos, A.G. (2008), "Effectiveness of CFRP-jackets and RCjackets in post-earthquake and pre-earthquake retrofitting of beam-column sub-assemblages", Eng. Struct., 30, 777-793.
DOI
|
22 |
Santarsiero, G. and Masi, A. (2015), "Seismic performance of RC beam-column joints retrofitted with steel dissipation jackets", Eng. Struct., 85, 95-106.
DOI
|
23 |
Sezen, H. (2012), "Repair and strengthening of reinforced concrete beam-column joints with fiber-reinforced polymer composites", J. Compos. Constr., 16(5), 499-506.
DOI
|
24 |
Sharma, A., Reddy, G.R., Eligehausen, R., Genesio, G. and Pampanin, S. (2014), "Seismic response of reinforced concrete frames with haunch retrofit solution", ACI Struct. J., 111(3), 673-684.
DOI
|
25 |
Wu, Y.Z., Lv, H.L., Zhou, S.C. and Fang, Z.N. (2016), "Degradation model of bond performance between deteriorated concrete and corroded deformed steel bars", Constr. Build. Mater., 119, 89-95.
DOI
|
26 |
Tsonos, A.G. (2014), "An innovative solution for strengthening of old R/C structures and for improving the FRP strengthening method", Struct. Monit. Mainten., 1(3), 323-338.
DOI
|
27 |
Tsonos, A.G. and Papanikolaou K.V. (2003), "Post-earthquake repair and strengthening of RC beam-column connections (theoretical & experimental investigation)", Bull. NZ Soc. Earthq. Eng., 36(2), 73-79.
|
28 |
Wang, H. (2009), "An analytical study of bond strength associated with splitting of concrete cover", Eng. Struct., 31, 968-975.
DOI
|
29 |
Yavari, S., Elwood, K.J., Wu, C.L., Lin, S.H., Hwang, S.J. and Moehle, J.P. (2013), "Shaking table tests on reinforced concrete frames without seismic detailing", ACI Struct. J., 110(6), 1001-1012.
|
30 |
Yuksel, I. (2015), "Rebar corrosion effects on structural behavior of buildings", Struct. Eng. Mech., 54(6), 1111-1133.
DOI
|
31 |
Calvi, G.M., Magenes, G. and Pampanin, S. (2001), "Experimental test on a three storey RC frame designed for gravity only", 12th European Conference on Earthquake Engineering, London, Paper Reference 727.
|
32 |
Zhou, H., Liang X., Wang, Z., Zhang, X. and Xing, F. (2017), "Bond deterioration of corroded steel in two different concrete mixes", Struct. Eng. Mech., 63(6), 725-734.
DOI
|
33 |
Zhu, W. and Francois, R. (2013), "Effect of corrosion pattern on the ductility of tensile reinforcement extracted from a 26-yearold corroded beam", Adv. Concrete Constr., 1(2), 121-136.
DOI
|
34 |
ACI 318M-11, Building Code Requirements for Structural Concrete and Commentary.
|
35 |
ASTMG1-03 (2011), Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens.
|
36 |
Bhargava, K., Ghosh, A.K., Mori, Y. and Ramanujam, S. (2007), "Models for corrosion-induced bond strength degradation in reinforced concrete", ACI Mater. J., 104, 594-603.
|
37 |
Campione, G., Cavaleri, L. and Papia, M. (2015), "Flexural response of external R.C. beam-column joints externally strengthened with steel cages", Eng. Struct., 104, 51-64.
DOI
|
38 |
Cardone, D., Perrone, G. and Sofia, S. (2013), "Experimental and numerical studies on the cyclic behavior of R/C hollow bridge piers with corroded rebars", Earthq. Struct., 4(1), 41-62.
DOI
|
39 |
Chung, L., Kim, J.H.J. and Yi, S.T. (2008), "Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars", Cement Concrete Compos., 30, 603-611.
DOI
|
40 |
Dhakal, R.P., Pan, T.C., Irawan, P., Tsai, K.C., Lin, K.C. and Chen, C.H. (2005), "Experimental study on the dynamic response of gravity-designed reinforced concrete connections", Eng. Struct., 27(1), 75-87.
DOI
|
41 |
Guan, Y. and Zheng, S. (2018), "Seismic behaviors of RC frame beam-column joints under acid rain circle: A pilot experimental study", J. Earthq. Eng., 22(6), 1008-1026.
DOI
|
42 |
El-Attar, A.G., White, R.N. and Gergely, P. (1997), "Behaviour of gravity load designed reinforced concrete buildings subjected to earthquakes", ACI Struct. J., 94(2), 133-145.
|
43 |
Fang, C., Lundgren, K., Plos, M. and Gylltoft, K. (2006), "Bond behaviour of corroded reinforcing steel bars in concrete", Cement Concrete Res., 36, 1931-1938.
DOI
|
44 |
Goksu, C. and Ilki, A. (2016), "Seismic behavior of reinforced concrete columns with corroded deformed reinforcing bars", ACI Struct. J., 113(5), 1053-1064.
DOI
|
45 |
Hadigheh, S.A., Mahini, S.S. and Maheri, M.R. (2014), "Seismic behavior of FRP-retrofitted reinforced concrete frames", J. Earthq. Eng., 18, 1171-1197.
DOI
|
46 |
Humar, J.M., Lau, D. and Pierre, J.R. (2001), "Performance of buildings during the 2001 Bhuj earthquake", Can. J. Civil Eng., 28, 979-991.
DOI
|
47 |
Imperatore, S., Rinaldi, Z. and Drago, C. (2017), "Degradation relationships for the mechanical properties of corroded steel rebars", Constr. Build. Mater., 148, 219-230.
DOI
|
48 |
Jain, S.K., Murty, C.V.R. and Chandak, N. (1994), "The September 29, 1993, M6.4 Killari, Maharashtra Earthquake in Central India", EERI Special Earthquake Report, EERI Newsletter, 28(1), January.
|