1 |
Domaneschi, M. and Martinelli, L. (2014), "Extending the benchmark cable-stayed bridge for transverse response under seismic loading", J. Bridge Eng., 19(3), art. no. 4013003.
|
2 |
Domaneschi, M., Limongelli, M.P. and Martinelli, L. (2013a), "Vibration based damage localization using MEMS on a suspension bridge model", Smart Struct. Syst., 12(6), 679-694.
DOI
|
3 |
Domaneschi, M., Limongelli, M.P. and Martinelli, L. (2013b), "Multi-site damage localization in a suspension bridge via aftershock monitorino", Ingegneria Sismica, 30(3), 56-72.
|
4 |
Hua, X.G., Ni, Y.Q., Chen, Z.Q. and Ko, J.M. (2009), "Structural damage detection of cable-stayed bridges using changes in cable forces and model updating", Struct. Eng., ASCE, 135(9), 1093-1106.
DOI
|
5 |
Ismail, M., Rodellar, J., Carusone, G.., Domaneschi, M. and Martinelli, L. (2013), "Characterization, modeling and assessment of Roll-N-Cage isolator using the cable-stayed bridge benchmark", ACTA Mech., 224(3), 525-547.
DOI
|
6 |
Liao, W.H., Wang, D.H. and Huang, S.L. (2001), "Wireless monitoring of cable tension of cable-stayed bridges using PVDF Piezoelectric films", J. Intell Mater. Syst. Struct., 12(5), 331-339.
DOI
|
7 |
Limongelli, M.P. (2003), "Optimal location of sensors for reconstruction of seismic responses through spline function interpolation", Earthq. Eng. Struct. Dyn., 32(7), 1055-1074.
DOI
|
8 |
Limongelli, M.P. (2010), "Frequency response function interpolation for damage detection under changing environment", Mech. Syst. Signal. Pr., doi:10.1016/j.ymssp.2010.03.004.
DOI
ScienceOn
|
9 |
Limongelli, M.P. (2011), "The interpolation damage detection method for frames under seismic excitation", J. Sound Vib., 330(22), 5474-5489.
DOI
ScienceOn
|
10 |
Limongelli, M.P. (2013), "Two dimensional damage localization using the interpolation method", Key Eng. Mater., 569, 860-867.
|
11 |
Macdonald, J.H.G. and Daniell, W.E. (2005), "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling", Eng. Struct., 27(13), 1916-1930.
DOI
|
12 |
Mehrabi, A.B. (2006), "In-service evaluation of cable-stayed bridges, overview of available methods, and findings", J. Bridge Eng., 11(6), 716-724.
DOI
|
13 |
Miyashita, T. and Nagai, M. (2008), "Vibration-based structural health monitoring for bridges using laser doppler vibrometers and MEMS-based technologies", Int. J. Steel Struct., 8(4), 325-331.
|
14 |
Mordini, A., Savov, K. and Wenzel, H. (2008), "Damage detection on stay cables using an open sourcebased framework for finite element model updating", Struct. Hlth. Monit., 7(2), 91-102.
DOI
|
15 |
Ni, Y.Q., Zhou, H.F., Chan, K.C. and Ko, J.M. (2008), "Modal flexibility analysis of cable-stayed Ting Kau bridge for damage identification", Comput. Aid. Civil Inf. Eng., 23(3), 223-236.
DOI
ScienceOn
|
16 |
Phares, B., Lu, P., Wipf, T., Greimann, L. and Seo, J. (2013a), "Evolution of a bridge damage-detection algorithm", Trans. Res. Rec., 2331(1), 71-80.
DOI
|
17 |
Phares, B., Lu, P., Wipf, T., Greimann, L. and Seo, J. (2013b), "Field Validation of a Statistical-Based Bridge Damage-Detection Algorithm", J. Bridge Eng., 18(11), 1227-1238.
DOI
|
18 |
Ren, W.X., Peng, X.L. and Lin, Y.Q. (2005), "Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge", Eng. Struct., 27(4), 535-548.
DOI
|
19 |
Seo, J., Phares, B., Lu, P., Wipf, T. and Dahlberg, J. (2013), "Bridge rating protocol using ambient trucks through structural health monitoring system", Eng. Struct., 46, 569-580.
DOI
|
20 |
Ren, W.X., Lin, Y.Q. and Peng, X.L. (2007), "Field load tests and numerical analysis of Qingzhou cablestayed bridge", J. Bridge Eng., 12(2), 261-270.
DOI
|
21 |
Venkittaraman, A. and Banerjee, S. (2014), "Enhancing resilience of highway bridges through seismic retrofit", Earthq. Eng. Struct. Dyn., 43(8), 1173-1191.
DOI
|
22 |
Wang, D.H., Liu, J.S., Zhou, D.G. and Huang, S.L. (1999), "Using PVDF Piezoelectric Film sensors for In Situ Measurement of stayed-cable tension of cable-stayed bridges", Smart Mater. Struct., 8(5), 554-559.
DOI
|
23 |
Watson, C., Watson, T. and Coleman, R. (2007), "Structural monitoring of cable-stayed bridge: Analysis of GPS versus modeled deflections", J. Surv. Eng., 133(1), 23-28.
DOI
|
24 |
Caicedo, J.M. and Dyke, S.J. (2005), "Experimental validation of structural health monitoring for flexible bridge structures", Sturct. Control Hlth. Monit., 12(3-4), 425-443.
DOI
|
25 |
ANSYS Rel. 14.0 (2014), Ansys Inc., Canonsburg PA, US.
|
26 |
Bhagwat, M., Sasmal, S., Novak, B. and Upadhyay, A. (2011), "Investigations on seismic response of two span cable-stayed bridges", Earthq. Struct., 2(4), 337-356.
DOI
|
27 |
Bocchini, P. and Frangopol, D. (2012), "Optimal resilience and cost-based post disaster intervention prioritization for bridges along a highway segment", J. Bridge Eng., ASCE, 17(1), 117-129.
DOI
|
28 |
Caicedo, J.M., Dyke, S.J., Moon, S.J., Bergman, L.A., Turan, G. and Hague, S. (2003), "Phase II benchmark control problem for seismic response of cable-stayed bridges", J. Struct. Control, 10(3-4), 137-168.
DOI
|
29 |
Deco, A., Bocchini, P. and Frangopol, D. (2013), "A probabilistic approach for the prediction of seismic resilience of bridges", Earthq. Eng. Struct. Dyn, 42(10), 1469-1487.
DOI
|
30 |
Dilena, M., Limongelli, M.P. and Morassi, A. (2015), "Damage localization in bridges via FRF interpolation method", Mech. Syst. Signal Pr., 52-53, 162-180.
DOI
|
31 |
Domaneschi, M. (2010), "Feasible control solutions of the ASCE benchmark cable-stayed bridge", Struct. Control Hlth. Monit., 17(6), 675-693.
|
32 |
Domaneschi, M. and Martinelli, L. (2012), "Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model", Earthq. Struct., 3(2), 181-201.
DOI
ScienceOn
|