1 |
Dang, N.L., Pham, Q.Q. and Kim, J.T. (2020b), "Piezoelectric-based hoop-type interface for impedance monitoring of local strand breakage in prestressed multi-strand anchorage", Struct. Control Hlth. Monit., 28(1), 1-20. https://doi.org/10.1002/stc.2649.
DOI
|
2 |
Ren, W.X., Chen, G. and Hu, W.H. (2005), "Empirical formulas to estimate cable tension by cable fundamental frequency", Struct. Eng. Mech. Mater., 20(3), 363-380. https://doi.org/10.12989/sem.2005.20.3.363.
DOI
|
3 |
Plastics & Eastomers Selector, https://omnexus.specialchem.com/
|
4 |
Hu, W.H., Said, S., Rohrmann, R.G., Cunha, A. and Teng, J. (2017), "Continuous dynamic monitoring of a prestressed concrete bridge based on strain, inclination and crack measurements over a 14-year span", Struct. Hlth. Monit., 17(5), 1073-1094. https://doi.org/10.1177/1475921717735505.
DOI
|
5 |
Standards, C. (2009), Design and Construction of Building Components with Fibre-Reinforced Polymers, Mississauga, Ontario, Canada.
|
6 |
Sun, F.P., Chaudhry, Z., Liang, C. and Rogers, C.A. (1995), "Truss structure integrity identification using PZT sensor-actuator", J. Intel. Mater. Syst. Struct., 6(1), 134-139. https://doi.org/10.1177/1045389X9500600117.
DOI
|
7 |
Tian, Y., Zhang, C., Jiang, S., Zhang, J. and Duan, W. (2020), "Noncontact cable force estimation with unmanned aerial vehicle and computer vision", Comput.-Aid. Civil Infrastr. Eng., 36(1), 73-88. https://doi.org/10.1111/mice.12567.
DOI
|
8 |
Yang, D.H., Yi, T.H., Li, H.N. and Zhang, Y.F. (2018a), "Correlation-based estimation method for cablestayed bridge girder deflection variability under thermal action", J. Perform. Constr. Facil., 32(5), 04018070-1-10. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001212.
DOI
|
9 |
Aloui, O., Lin, J. and Rhode-Barbarigos, L. (2019), "A theoretical framework for sensor placement, structural identification and damage detection in tensegrity structures", Smart Mater. Struct., 28(12), 125004-1-11. https://doi.org/10.1088/1361-665X/ab3d21.
DOI
|
10 |
Ai, D., Lin, C. and Zhu, H. (2020), "Embedded piezoelectric transducers based early-age hydration monitoring of cement concrete added with accelerator/retarder admixtures", J. Intel. Mater. Syst. Struct., 32(8), 847-866. https://doi.org/10.1177/1045389X20969916.
DOI
|
11 |
Dang, N.L., Huynh, T.C. and Kim, J.T. (2019), "Local strand-breakage detection in multi-strand anchorage system using an impedance-based stress monitoring method-feasibility study", Sensor. (Basel), 19(5), 1054. https://doi.org/10.3390/s19051054.
DOI
|
12 |
Ferrari, R., Froio, D., Rizzi, E., Gentile, C. and Chatzi, E.N. (2019), "Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling", Eng. Struct., 179, 139-160. https://doi.org/10.1016/j.engstruct.2018.08.004.
DOI
|
13 |
Hamed, E. and Frostig, Y. (2006), "Natural frequencies of bonded and unbonded prestressed beams-prestress force effects", J. Sound Vib., 295(1-2), 28-39. https://doi.org/10.1016/j.jsv.2005.11.032.
DOI
|
14 |
Hiba, A.J. and Glisic, B. (2019), "Monitoring of prestressing forces in prestressed concrete structures-An overview", Struct. Control Hlth. Monit., 26(8), e2374-1-27. https://doi.org/10.1002/stc.2374.
DOI
|
15 |
Ho, D.D., Kim, J.T., Stubbs, N. and Park, W.S. (2012), "Prestress-force estimation in PSC girder using modal parameters and system identification", Adv. Struct. Eng., 15(6), 997-1012. https://doi.org/10.1260/1369-4332.15.6.997.
DOI
|
16 |
Huynh, T.C. and Kim, J.T. (2014), "Impedance-based cable force monitoring in tendon-anchorage using portable PZT-interface technique", Math. Prob. Eng., 2014, 1-11. https://doi.org/10.1155/2014/784731.
DOI
|
17 |
Yao, Y. and Glisic, B. (2015), "Sensing sheets: Optimal arrangement of dense array of sensors for an improved probability of damage detection", Struct. Hlth. Monit., 14(5), 513-531. https://doi.org/10.1177/1475921715599049.
DOI
|
18 |
Yang, D.H., Yi, T.H., Li, H.N. and Zhang, Y.F. (2018b), "Monitoring and analysis of thermal effect on tower displacement in cable-stayed bridge", Measure., 115, 249-257. https://doi.org/10.1016/j.measurement.2017.10.036.
DOI
|
19 |
Yang, Y., Chadha, M., Hu, Z., Vega, M.A., Parno, M.D. and Todd, M.D. (2021), "A probabilistic optimal sensor design approach for structural health monitoring using risk-weighted f-divergence", Mech. Syst. Signal Pr., 161. https://doi.org/10.1016/j.ymssp.2021.107920.
DOI
|
20 |
Yang, Y., Lim, Y.Y. and Soh, C.K. (2008), "Practical issues related to the application of the electromechanical impedance technique in the structural health monitoring of civil structures: I. Experiment", Smart Mater. Struct., 17(3), 035008-1-14. https://doi.org/10.1088/0964-1726/17/3/035008.
DOI
|
21 |
Zhang, S., Shen, R., Wang, Y., De Roeck, G., Lombaert, G. and Dai, K. (2020), "A two-step methodology for cable force identification", J. Sound Vib., 472, 115201-1-16. https://doi.org/10.1016/j.jsv.2020.115201.
DOI
|
22 |
Zhou, G.D., Yi, T.H., Zhang, H. and Li, H.N. (2015), "Optimal sensor placement under uncertainties using a nondirective movement glowworm swarm optimization algorithm", Smart Struct. Syst., 16(2), 243-262. https://doi.org/10.12989/sss.2015.16.2.243.
DOI
|
23 |
Kim, S.H., Park, S.Y. and Jeon, S.J. (2020), "Long-term characteristics of prestressing force in post-tensioned structures measured using smart strands", Appl. Sci., 10(12), 1-15. https://doi.org/10.3390/app10124084.
DOI
|
24 |
Huynh, T.C., Ho, D.D., Dang, N.L. and Kim, J.T. (2019), "Sensitivity of piezoelectric-based smart interfaces to structural damage in bolted connections", Sensor. (Basel), 19(19), 1-22. https://doi.org/10.3390/s19173670.
DOI
|
25 |
Hwang, D., Kim, S. and Kim, H.K. (2021), "Long-term damping characteristics of twin cable-stayed bridge under environmental and operational variations", J. Bridge Eng., 26(9), 04021062-1-13. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001761.
DOI
|
26 |
Kim, J.T., Park, J.H., Hong, D.S. and Park, W.S. (2010), "Hybrid health monitoring of prestressed concrete girder bridges by sequential vibration-impedance approaches", Eng. Struct., 32(1), 115-128. https://doi.org/10.1016/j.engstruct.2009.08.021.
DOI
|
27 |
Li, D., Tan, M., Zhang, S. and Ou, J. (2018), "Stress corrosion damage evolution analysis and mechanism identification for prestressed steel strands using acoustic emission technique", Struct. Control Hlth. Monit., 25(8), 1-11. https://doi.org/10.1002/stc.2189.
DOI
|
28 |
Liang, C., Sun, F.P. and Rogers, C.A. (1994), "Coupled electro-mechanical analysis of adaptive material systems-determination of the actuator power consumption and system energy transfer", J. Intel. Mater. Syst. Struct., 5(1), 12-20. https://doi.org/10.1177/1045389X9400500102.
DOI
|
29 |
Lu, X., Lim, Y.Y. and Soh, C.K. (2018), "A novel electromechanical impedance-based model for strength development monitoring of cementitious materials", Struct. Hlth. Monit., 17(4), 902-918. https://doi.org/10.1177/1475921717725028.
DOI
|
30 |
Wu, J., Li, W. and Feng, Q. (2018), "Electro-mechanical impedance (EMI) based interlayer slide detection using piezoceramic smart aggregates-a feasibility study", Sensor. (Basel), 18(10), 1-14. https://doi.org/10.3390/s18103524.
DOI
|
31 |
Mehrabi, A.B., Ligozio, C.A., Ciolko, A.T. and Wyatt, S.T. (2010), "Evaluation, rehabilitation planning, and stay-cable replacement design for the hale boggs bridge in Luling, Louisiana", J. Bridge Eng., 15(4), 364-372. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000061.
DOI
|
32 |
Moustafa, A., Niri, E.D., Farhidzadeh, A. and Salamone, S. (2014), "Corrosion monitoring of post-tensioned concrete structures using fractal analysis of guided ultrasonic waves", Struct. Control Hlth. Monit., 21(3), 438-448. https://doi.org/10.1002/stc.1586.
DOI
|
33 |
Asadollahi, P. and Li, J. (2017), "Statistical analysis of modal properties of a cable-stayed bridge through long-term wireless structural health monitoring", J. Bridge Eng., 22(9), 04017051-1-15. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001093.
DOI
|
34 |
Abdullah, A.B.M., Rice, J.A. and Hamilton, H.R. (2015), "Wire breakage detection using relative strain variation in unbonded posttensioning anchors", J. Bridge Eng., 20(1), 1-12. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000639.
DOI
|
35 |
Ai, D., Luo, H. and Zhu, H. (2019), "Numerical and experimental investigation of flexural performance on pre-stressed concrete structures using electromechanical admittance", Mech. Syst. Signal Pr., 128, 244-265. https://doi.org/10.1016/j.ymssp.2019.03.046.
DOI
|
36 |
Ai, D., Luo, H., Wang, C. and Zhu, H. (2018), "Monitoring of the load-induced RC beam structural tension/compression stress and damage using piezoelectric transducers", Eng. Struct., 154, 38-51. https://doi.org/10.1016/j.engstruct.2017.10.046.
DOI
|
37 |
Bachmann, H., Ammann, W.J., Deischl, F., Eisenmann, J., Floegl, I., Hirsch, G.H., ... & Steinbeisser, L. (2012), Vibration Problems iIn Structures: Practical Guidelines, Birkhauser.
|
38 |
Cervenka, V. and Ganz, H.R. (2014), "Validation of post-tensioning anchorage zones by laboratory testing and numerical simulation", Struct. Concrete, 15(2), 258-268. https://doi.org/10.1002/suco.201300038.
DOI
|
39 |
Nguyen, K.D. and Kim, J.T. (2012), "Smart PZT-interface for wireless impedance-based prestress-loss monitoring in tendon-anchorage connection", Smart Struct. Syst., 9(6), 489-504. https://doi.org/10.12989/sss.2012.9.6.489.
DOI
|
40 |
Na, W.S. (2017), "Distinguishing crack damage from debonding damage of glass fiber reinforced polymer plate using a piezoelectric transducer based nondestructive testing method", Compos. Struct., 159, 517-527. https://doi.org/10.1016/j.compstruct.2016.10.005.
DOI
|
41 |
Ni, Y.Q., Xia, H.W., Wong, K.Y. and Ko, J.M. (2012), "In-service condition assessment of bridge deck using long-term monitoring data of strain response", J. Bridge Eng., 17(6), 876-885. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000321.
DOI
|
42 |
Dang, N.L., Huynh, T.C., Pham, Q.Q., Lee, S.Y. and Kim, J.T. (2020a), "Damage-sensitive impedance sensor placement on multi-strand anchorage based on local stress variation analysis", Struct. Control Hlth. Monit., 27, e2547. https://doi.org/10.1002/stc.2547.
DOI
|
43 |
Tadros, M.K., Omaishin, N.A., Seguirant, S.J. and Gallt, J.G. (2003), Prestress Losses in Pretensioned HighStrength Concrete Bridge Girders, Transportation Research Board.
|
44 |
He, L., Lian, J., Ma, B. and Wang, H. (2014), "Optimal multiaxial sensor placement for modal identification of large structures", Struct. Control Hlth. Monit., 21(1), 61-79. https://doi.org/10.1002/stc.1550.
DOI
|
45 |
Hou, R., Xia, Y., Xia, Q. and Zhou, X. (2019), "Genetic algorithm based optimal sensor placement for L1-regularized damage detection", Struct. Control Hlth. Monit., 26(1), e2274-1-14. https://doi.org/10.1002/stc.2274.
DOI
|
46 |
Ryu, J.Y., Huynh, T.C. and Kim, J.T. (2017), "Experimental investigation of magnetic-mount PZT-interface for impedance-based damage detection in steel girder connection", Struct. Monit. Mainten., 4(3), 237-253. https://doi.org/10.12989/smm.2017.4.3.237.
DOI
|
47 |
Yan, T.H. and Lin, R.M. (2006), "General optimization of sizes or placement for various sensors/actuators in structure testing and control", Smart Mater. Struct., 15(3), 724-736. https://doi.org/10.1088/0964-1726/15/3/008.
DOI
|
48 |
Yang, M., Gong, J. and Yang, X. (2020), "Refined calculation of time-dependent prestress losses in prestressed concrete girders", Struct. Infrastr. Eng., 16(10), 1430-1446. https://doi.org/10.1080/15732479.2020.1712438.
DOI
|
49 |
Huynh, T.C. and Kim, J.T. (2017), "Quantitative damage identification in tendon anchorage via PZT interface-based impedance monitoring technique", Smart Struct. Syst., 20(2), 181-195. https://doi.org/10.12989/sss.2017.20.2.181.
DOI
|
50 |
Yang, Y. and Miao, A. (2010), "Two-dimensional modeling of the effects of external vibration on the PZT impedance signature", Smart Mater. Struct., 19(6), 1-7. https://doi.org/10.1088/0964-1726/19/6/065031.
DOI
|
51 |
Kim, J.M., Kim, H.W., Park, Y.H., Yang, I.H. and Kim, Y.S. (2012), "FBG sensors encapsulated into 7-wire steel strand for tension monitoring of a prestressing tendon", Adv. Struct. Eng., 15(6), 907-917. https://doi.org/10.1260/1369-4332.15.6.907.
DOI
|
52 |
Kim, S.W., Jeon, B.G., Kim, N.S. and Park, J.C. (2013), "Vision-based monitoring system for evaluating cable tensile forces on a cable-stayed bridge", Struct. Hlth. Monit., 12(5-6), 440-456. https://doi.org/10.1177/1475921713500513.
DOI
|
53 |
Lim, Y.Y. and Soh, C.K. (2012), "Effect of varying axial load under fixed boundary condition on admittance signatures of electromechanical impedance technique", J. Intel. Mater. Syst. Struct., 23(7), 815-826. https://doi.org/10.1177/1045389X12437888.
DOI
|
54 |
Min, J., Yun, C.B. and Hong, J.W. (2016), "An electromechanical impedance-based method for tensile force estimation and damage diagnosis of post-tensioning systems", Smart Struct. Syst., 17(1), 107-122. https://doi.org/10.12989/sss.2016.17.1.107.
DOI
|
55 |
Na, W.S. (2018), "Low cost technique for detecting adhesive debonding damage of glass epoxy composite plate using an impedance based non-destructive testing method", Compos. Struct., 189, 99-106. https://doi.org/10.1016/j.compstruct.2018.01.053.
DOI
|
56 |
Peeters, B. and De Roeck, G. (2001), "Stochastic system identification for operational modal analysis: a review", J. Dyn. Syst. Measure. Control, 123(4), 659-667. https://doi.org/10.1115/1.1410370.
DOI
|