1 |
Haroun, M.A. and Elsanadedy, H.M. (2005), "Behavior of cyclically loaded squat reinforced concrete bridge columns upgraded with advanced composite-material jackets", J. Bridge. Eng., 10(6), 741-748.
DOI
|
2 |
Saadatmanesh, H., Ehsani, M.R. and Jin, L. (1996), "Seismic strengthening of circular bridge pier models with fiber composites", ACI Struct. J., 93(6), 639-647.
|
3 |
Seible, F., Priestley, M.J.N., Hegemier, G.A. and Innamorato, D. (1997), "Seismic retrofit of RC columns with continuous carbon fiber jackets", J. Compos. Constr., 1(2), 52-62.
DOI
ScienceOn
|
4 |
Iacobucci, R.D., Sheikh, S.A. and Bayrak, O. (2003), "Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance", ACI Struct. J., 100(6), 785-794.
|
5 |
Yalcin, C., Kaya, O. and Sinangil, M. (2008), "Seismic retrofitting of RC columns having plain bars using CFRP sheets for improved strength and ductility", Constr. Build. Mater., 22(3), 295-307.
DOI
|
6 |
Zhu, Z.Y., Ahmad, I. and Mirmiran, A. (2006), "Fiber element modeling for seismic performance of bridge columns made of concrete-filled FRP tubes", Eng. Struct., 28, 2023-2035.
DOI
ScienceOn
|
7 |
Meftah, S. A., Yeghnem, R., Tounsi, A. and Adda, bedia, E.A. (2007), "Seismic behavior of RC coupled shear walls repaired with CFRP laminates having variable fibers spacing", Constr. Build. Mater., 21, 1661-1671.
DOI
ScienceOn
|
8 |
Lazan, B.J. (1982), "Damping of material and members in structural mechanics", Pergamon press, London. (1968)
|
9 |
Newmark, N.M. and Hall, W.J. (1969), "Seismic design criteria for nuclear reactor facilities", Proceeding of the 4th International Conference on Earthquake Engineering, Santiago, Chile, 37-50.
|
10 |
Gounaris, G.D. and Anifantis, N.K. (1999), "Structural damping determination by finite element approach", Comput. Struct., 73, 445-452.
DOI
|
11 |
Audenino, A.L. and Calderale, P.M. (1996), "Measurement of non-linear internal damping in metals: processing of decay signals in a uniaxial stress field." J. Sound. Vib., 198(4), 395-409.
DOI
ScienceOn
|
12 |
Audenino, A.L., Zanetti, E.M. and Calderale, P.M. (1998), "Assessment of internal damping in uniaxially stressed metals: exponential and autoregressive methods", J. Dyn. Syst. Meas. Contr., 120(2), 177-184.
DOI
|
13 |
Gounaris, G.D., Antonakakis, E. and Papadopoulos, C.A. (2007), "Hysteretic damping of structures vibrating at resonance: An iterative complex eigensolution method based on damping-stress relation", Comput. Struct., 85, 1858-1868.
DOI
|
14 |
Liu, H.Z., Wang, J.P., Zhang, Z.M., Yuan, D.N. and Liu, L.L. (2005), "Strain-dependent nonlinear damping and application to dynamic analysis of elastic linkage mechanism", J. Sound. Vib., 281, 399-408.
DOI
|
15 |
Filippou, F.C., Popov, E.P. and Bertero, V.V. (1983), "Effects of bond deterioration on hysteretic behavior of reinforced concrete joints", Earthq. Eng.Res. Center, University of California, Berkeley.
|
16 |
Wen, J. and Wang, Y.F. (2005), "The influence of damping change on dynamic response of concrete-filled steel tubular arch bridges", Proceeding of the4th Int. Conference on Advances in Steel Structures, Shanghai, China.
|
17 |
Wang, Y.F. and Li, P. (2008), "Analysis of influence of material damping on the dynamic response of reinforced concrete frame structures", China. Civil Eng. J., 41(11), 39-43.
|
18 |
Lam, L. and Teng, J.G. (2003), "Design-oriented stress-strain model for FRP-confined concrete", Constr. Build. Mater., 17, 471-489.
DOI
ScienceOn
|
19 |
Lam, L. and Teng, J.G. (2003), "Design-oriented stress-strain model for FRP-confined concrete in rectangular columns", J. Reinf. Plast. Comp., 22(13), 1149-1186.
DOI
ScienceOn
|
20 |
Taucer, F.F., Spaone, E. and Filippou, F.C. (1991), "A fiber beam-column element for seismic response analysis of reinforced concrete structures", Earthquake Engineering Research Center, University of California, Berkeley.
|
21 |
Scott, B.D., Park, R. and Priestley, M. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", ACI J., 79(1), 13-27.
|
22 |
Yoneda, K., Kawashima, K. and Shoji, G. (2001), "Seismic retrofit of circular reinforced bridge columns by wrapping of carbon fiber sheets", J. Struct. Mech. Earthq. Eng., 682, 41-56.
|
23 |
Ye, L.P., Zhang, K., Zhao, S.H. and Feng, P. (2003), "Experimental study on seismic strengthening of RC columns with wrapped CFRP sheets", Constr. Build. Mater., 17, 499-506.
DOI
ScienceOn
|
24 |
Kume, Y., Hashimoto, F. and Maeda, S. (1982), "Material damping of cantilever beams", J. Sound. Vib., 80(1), 1-10.
DOI
|
25 |
Tao, Z. and Yu, Q. (2006), "New type composite structure column-the experiment, theory and methods", Science press, Beijing, 317-351.
|
26 |
Jerome, D.M. and Ross, C.A. (1997), "Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic", Comput. Struct., 64(5/6), 1129-1153.
DOI
|
27 |
Capozucca, R., and Nild, Cerri, M. (2002), "Static and dynamic behavior of RC beam model strengthened by CFRP-sheets", Constr. Build. Mater., 16(2), 91-99.
DOI
|
28 |
Audenino, A.L., Crupi, V. and Zanetti, E.M. (2003), "Correlation between thermography and internal damping in metals", Int. J. Fatigue., 25, 343-351.
DOI
|