1 |
Pellegrino, C. and Modena, C. (2010), "Analytical model for FRP confinement of concrete columns with and without internal steel reinforcement", J. Compos. Constr., 14(6), 693-705.
DOI
|
2 |
Rahai, A. and Akbarpour, H. (2014a), "Experimental investigation on rectangular RC columns strengthened with CFRP composites under axial load and biaxial bending", Compos. Struct., 108(0), 538-546.
DOI
|
3 |
Rahai, A. and Akbarpour, H. (2014b), "Experimental investigation on rectangular RC columns strengthened with CFRP composites under axial load and biaxial bending", Compos. Struct., 108(Supplement C), 538-546.
DOI
|
4 |
Realfonzo, R. and Napoli, A. (2013), "Confining concrete members with FRP systems: Predictive vs design strain models", Compos. Struct., 104, 304-319.
DOI
|
5 |
Reda, R.M., Sharaky, I.A., Ghanem, M., Seleem, M.H. and Sallam, H.E.M. (2016), "Flexural behavior of RC beams strengthened by NSM GFRP Bars having different end conditions", Compos. Struct., 147(Supplement C), 131-142.
DOI
|
6 |
Rocca, S., Galati, N. and Nanni, A. (2009), "Interaction diagram methodology for design of FRP-confined reinforced concrete columns", Constr. Build. Mater., 23(4), 1508-1520.
DOI
|
7 |
Jarernprasert, S., Bazan-Zurita, E. and Bielak, J. (2013), "Seismic soil-structure interaction response of inelastic structures", Soil Dyn. Earthq. Eng., 47, 132-143.
DOI
|
8 |
Park, R., Priestley, M.J.N. and Gill, W.D. (1982), "Ductility of square-confined concrete columns", J. Struct. Div., 108, 929-950.
|
9 |
PEER. (2011), PEER ground motion database. http://peer.berkeley.edu/peer_ground_motion_database.
|
10 |
Halabia, A.M. and Zafaran, M.M. (2014), "A new modal pushover analysis approach for soil-structure interaction", Struct. Build., 168(3), 210-234.
|
11 |
De Luca, A., Nardone, F., Matta, F., Nanni, A., Lignola, G.P. and Prota, A. (2011), "Structural evaluation of full-scale FRPconfined reinforced concrete columns", J. Compos. Constr., 15(1), 112-123.
DOI
|
12 |
Di Ludovico, M., Manfredi, G., Mola, E., Negro, P. and Prota, A. (2008), "Seismic behavior of a full-scale RC structure retrofitted using GFRP laminates", J. Struct. Eng., 134(5), 810-821.
DOI
|
13 |
Di Ludovico, M., Prota, A., Manfredi, G. and Cosenza, E. (2008), "Seismic strengthening of an under-designed RC structure with FRP", Earthq. Eng. Struct. Dyn, 37, 141-162.
DOI
|
14 |
Dutta, S.C., Bhattacharya, K. and Roy, R. (2004), "Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction", Soil Dyn. Earthq. Eng., 24(12), 893-914.
DOI
|
15 |
Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97(7), 1969-1990
|
16 |
Adibi, M., Marefat, M.S., Arani, K.K. and Zare, H. (2017), "External retrofit of beam-column joints in old fashioned RC structures", Earthq. Struct., 12(2), 237-250.
DOI
|
17 |
ASCE (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Prepared for Federal Emergency Management Agency, FEMA Publication No. 356, Washington, D.C., Federal Emergency Management Agency.
|
18 |
ASCE (2010), Minimum Design Loads for buildings and other structures, ASCE/SEI 7-10, American Society of Civil Engineers.
|
19 |
Jennings, P.C. and Bielak, J. (1973), "Dynamics of building-soil interaction", Bull. Seismol. Soc. Am., 63(1), 9-48.
|
20 |
Kakaletsis, D.J. (2016), "Comparative experimental assessment of seismic rehabilitation with CFRP strips and sheets on RC frames", Earthq. Struct., 10(3), 613-628.
DOI
|
21 |
Kuntal, V.S., Chellapandian, M. and Prakash, S.S. (2017), "Efficient near surface mounted CFRP shear strengthening of high strength prestressed concrete beams-An experimental study", Compos. Struct., 180(Supplement C), 16-28.
DOI
|
22 |
Lam, L. and Teng, J.G. (2003a), "Design-oriented stress-strain model for FRP-confined concrete", Constr. Build. Mater., 17, 471-489.
DOI
|
23 |
Lam, L. and Teng, J.G. (2003b), "Design-oriented stress-strain model for FRP-confined concrete in rectangular columns", J. Reinf. Plast. Compos., 22(13), 1149-1186.
DOI
|
24 |
Mason, H.B., Trombetta, N.W., Chen, Z., Bray, J.D., Hutchinson, T.C. and Kutter, B.L. (2013), "Seismic soil-foundation-structure interaction observed in geotechnical centrifuge experiments", Soil Dyn. Earthq. Eng., 48, 162-174.
DOI
|
25 |
Mortezaei, A., Ronagh, H.R. and Kheyroddin, A. (2010), "Seismic evaluation of FRP strengthened RC buildings subjected to nearfault ground motions having fling step", Compos. Struct., 92, 1200-1211.
DOI
|
26 |
Mylonakis, G. and Gazetas, G. (2000), "Seismic soil-structure interaction: beneficial or detrimental?", J. Earthq. Eng., 4(3), 277-301.
DOI
|
27 |
Hassani, N., Bararnia, M. and Ghodrati Amiri, G. (2018), "Effect of soil-structure interaction on inelastic displacement ratios of degrading structures", Soil Dyn. Earthq. Eng., 104, 75-87.
DOI
|
28 |
Halabian, A.M. and Emami, A.R. (2014), "Effect of foundation flexibility on response of concrete frame structures under nearfault ground motions", Struct. Build., 167(2), 123-138.
DOI
|
29 |
Harajli, M.H. and Rteil, A.A. (2004), "Effect of confinement using fiber-reinforced polymer or fiber-reinforced concrete on seismic performance of gravity load-designed columns", ACI Struct. J., 101(1), 47-56.
|
30 |
Harajli, M.H., Hantouche, E. and Soudki, K. (2006), "Stress-strain model for fiber-reinforced polymer jacketed concrete columns", ACI Struct. J., 103(5), 672-682.
|
31 |
Hawileh, R.A., Nawaz, W., Abdalla, J.A. and Saqan, E.I. (2015), "Effect of flexural CFRP sheets on shear resistance of reinforced concrete beams", Compos. Struct., 122(Supplement C), 468-476.
DOI
|
32 |
ICBO (1994), Uniform Building Code, International Conference of Building Officials, Whittier, California.
|
33 |
Jarernprasert, S. (2005), "An inelastic design approach for asymmetric structure-foundation systems", Ph.D., Carnegie Mellon University, Pittsburgh, PA.
|
34 |
Garcia, R., Hajirasouliha, I. and Pilakoutas, K. (2010), "Seismic behaviour of deficient RC frames strengthened with CFRP composites", Eng. Struct., 32, 3075 - 3085.
DOI
|
35 |
Eslami, A. and Ronagh, H.R. (2013), "Effect of FRP wrapping in seismic performance of RC buildings with and without special detailing-A case study", Compos. Part B: Eng., 45(1), 1265-1274.
DOI
|
36 |
FEMA750 (2009), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Federal Emergency Management Agency.
|
37 |
Flogeras, A.K. and Papagiannopoulos, G.A. (2017), "On the seismic response of steel buckling-restrained braced structures including soil-structure interaction", Earthq. Struct., 12(4), 469-478.
DOI
|
38 |
ACI (2008), Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary, 38800 Country Club Drive, Farmington Hills, American Concrete Institute, MI 48331, U.S.A.
|
39 |
Baji, H., Ronagh, H.R. and Li, C.Q. (2016), "Probabilistic design models for ultimate strength and strain of FRP-confined concrete", J. Compos. Constr., 20(6), 04016051.
DOI
|
40 |
Baji, H. (2017), "Calibration of the FRP resistance reduction factor for FRP-confined reinforced concrete building columns", J. Compos. Constr., 21(3), 04016107.
DOI
|
41 |
Balsamo, A., Colombo, A., Manfredi, G., Negro, P. and Prota, A. (2005), "Seismic behavior of a full-scale RC frame repaired using CFRP laminates", Eng. Struct., 27, 769-780.
DOI
|
42 |
Bielak, J. (1971), "Earthquake response of building-foundation systems," Ph.D., California, Retrieved from http://authors.library.caltech.edu/26407/1/7104.pdf .
|
43 |
Cao, V.V. and Ronagh, H.R. (2014), "Reducing the seismic damage of reinforced concrete frames using FRP confinement", Compos. Struct., 118, 403-415.
DOI
|
44 |
Cao, V.V., Ronagh, H.R., Ashraf, M. and Baji, H. (2014), "A new damage index for reinforced concrete structures", Earthq. Struct., 6(6), 581-609.
DOI
|
45 |
Aviles, J. and Perez-Rocha, L.E. (2003), "Soil-structure interaction in yielding systems", Earthq. Eng. Struct. Dyn., 32(11), 1749-1771.
DOI
|
46 |
Computers and Structures Inc (2017), SAP2000 Version 19.2.0.
|
47 |
Ghandil, M. and Behnamfar, F. (2017), "Ductility demands of MRF structures on soft soils considering soil-structure interaction", Soil Dyn. Earthq. Eng., 92, 203-214.
DOI
|
48 |
Guneyisi, E.M. and Azez, I. (2016), "Seismic upgrading of structures with different retrofitting methods", Earthq. Struct., 10(3), 589-611.
DOI
|
49 |
Chopra, A.K. and Gutierrez, J.A. (1974), "Earthquake response analysis of multistorey buildings including foundation interaction", Earthq. Eng. Struct. Dyn., 3(1), 65-77.
DOI
|
50 |
Zamani, N. and El Shamy, U. (2014), "A microscale approach for the seismic response of MDOF structures including soilfoundation-structure interaction", J. Earthq. Eng., 18(5), 785-815.
DOI
|
51 |
Wu, G., Wu, Z.S. and Lu, Z.T. (2007), "Design-oriented stressstrain model for concrete prisms confined with FRP composites", Constr. Build. Mater., 21(5), 1107-1121.
DOI
|
52 |
Youssef, M.N., Feng, M.Q. and Mosallam, A.S. (2007), "Stressstrain model for concrete confined by FRP composites", Compos. Part B: Eng., 38(5-6), 614-628.
DOI
|
53 |
Samaan, M., Mirmiran, A. and Shahawy, M. (1998), "Model of concrete confined by fiber composites", J. Struct. Eng., 124(9), 1025-1031.
DOI
|
54 |
Veletsos, A.S. and Meek, J.W. (1974), "Dynamic behaviour of building-foundation systems", Earthq. Eng. Struct. Dyn., 3(2), 121-138.
DOI
|
55 |
Shakib, H. and Fuladgar, A. (2004), "Dynamic soil-structure interaction effects on the seismic response of asymmetric buildings", Soil Dyn. Earthq. Eng., 24(5), 379-388.
DOI
|
56 |
Sheikh, S.A. and Khoury, S.S. (1993), "Confined concrete columns with stubs", ACI Struct. J., 90(4), 414-431.
|
57 |
Sheikh, S.A. and Yau, G. (2002), "Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers", ACI Struct. J., 99(1), 72-80.
|
58 |
Smith, S.T., Kim, S.J. and Zhang, H. (2010), "Behavior and effectiveness of FRP wrap in the confinement of large concrete cylinders", J. Compos. Constr., 14(5), 573-582.
DOI
|
59 |
Takeda, T., Sozen, M.A. and Nielsen, N.N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Div., 96, 2557-2573.
|
60 |
Wang, L.M. and Wu, Y.F. (2008), "Effect of corner radius on the performance of CFRP-confined square concrete columns: Test", Eng. Struct., 30, 493-505.
DOI
|
61 |
Ronagh, H.R. and Eslami, A. (2013), "On flexural retrofitting of RC buildings using GFRP/CFRP-A comparative study", Compos. Part B, 46, 188-196.
DOI
|
62 |
Saez, E., Lopez-Caballero, F. and Modaressi-Farahmand-Razavi, A. (2011), "Effect of the inelastic dynamic soil-structure interaction on the seismic vulnerability assessment", Struct. Saf., 33(1), 51-63.
DOI
|
63 |
Wei, Y.Y. and Wu, Y.F. (2012), "Unified stress-strain model of concrete for FRP-confined columns", Constr. Build. Mater., 26, 381-392.
DOI
|
64 |
Nakhaei, M. and Ali Ghannad, M. (2008), "The effect of soilstructure interaction on damage index of buildings", Eng. Struct., 30(6), 1491-1499.
DOI
|
65 |
Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York.
|