[1] [1] S. H. Wen and D. D. L. Chung, “Piezoresistivity in continuous carbon fiber cement-matrix composite,” Cement and Concrete Research, 1999, 29(3): 445–449.

[2] [2] D. D. L. Chung, “Functional properties of cement-matrix composites,” Journal of Materials Science, 2001, 36(6): 1315–1324.

[3] [3] V. C. Li, “Interface tailoring for strain-hardening PVA-ECC,” Aci Materials Journal, 2002, 99(5): 463 472.

[4] [4] Federal Reserve Bank of Minneapolis Community Development Project. Available online: https://en.wikipedia.org/wiki/Tacoma_Narrows_Bri dge (1940).

[5] [5] B. G. Han, B. Z. Han, and J. P. Ou, “Novel piezoresistive composite with high sensitivity to stress/strain,” Materials Science & Technology, 2013, 26(7): 865 870.

[6] [6] P. W. Chen and D. D. L. Chung, “Low-drying-shrinkage concrete containing carbon fibres,” Composites Part B-Engineering, 1996, 27(3 4): 269 274.

[7] [7] X. L. Fu and D. D. L. Chung, “Self-monitoring of fatigue damage in carbon fiber reinforced cement,” Cement & Concrete Research, 1996, 26(1): 15 20.

[8] [8] S. Ikai, J. R. Reichert, A. V. Rodrigues, and V. A. Zampieri, “Asbestos-free technology with new high toughness polypropylene (PP) fibers in air-cured Hatschek process,” Construction & Building Materials, 2010, 24(2): 171 180.

[9] [9] J. K. Dong, A. E. Naaman, and S. El-Tawil, “Comparative flexural behavior of four-fiber reinforced cementitious composites,” Cement & Concrete Composites, 2008, 30(10): 917 928.

[10] [10] A. V. Carazo, “Novel piezoelectric transducers for high voltage measurements,” Universitat Politècnica de Catalunya, 2000, 242.

[11] [11] G. Gautschi, Piezoelectric sensorics. Heidelberg: Springer Berlin, 2002.

[12] [12] P. C. Chang, A. Flatau, and S. C. Liu, “Review paper: health monitoring of civil infrastructure,” Structural Health Monitoring, 2003, 2(3): 257 267.

[13] [13] M. M. Samman and M. Biswas, “Vibration testing for nondestructive evaluation of bridges II: results,” Journal of Structural Engineering, 1994, 120(1): 290 306.

[14] [14] S. Wen, S. Wang, and D. D. L. Chung, “Piezoresistivity in continuous carbon fiber polymer-matrix and cement-matrix composites,” Journal of Material Science, 2000, 35(14): 3669 3676.

[15] [15] H. Sohn, “Effects of environmental and operational variability on structural health monitoring,” Philosophical Transactions, 2007, 365(1851): 539 560.

[16] [16] P. C. Chang, A. Flatau, and S. C. Liu, “Review paper: health monitoring of civil infrastructure,” Structural Health Monitoring, 2003, 2(3): 257 267.

[17] [17] W. J. Staszewski and A. N. Robertson, “Time-frequency and time-scale analysis for structural health monitoring,” Philosophical Transactions, 365(1851): 449–477.

[18] [18] A. Peled, E. Zaguri, and G. Marom, “Bonding characteristics of multifilament polymer yarns and cement matrices,” Composites Part A-Applied Science & Manufacturing, 2008, 39(6): 930–939.

[19] [19] S. Singh, A. Shukla, and R. Brown, “Pull out behaviour of polypropylene fibers from the cementitious matrix,” Cement & Concrete Research, 2004, 34(10): 1919–1925.

[20] [20] A. Bentur, “Role of interfaces in controlling durability of fiber-reinforced cements,” Journal of Materials in Civil Engineering, 2000, 12(1): 2 7.

[21] [21] C. J. Wang, M. Kaya, P. Sahay, H. Alali, and R. Reese, “Fiber optic sensors and sensor networks using a time-domain sensing scheme,” Optics & Photonics Journal, 2013, 3(2B): 236 239.

[22] [22] N. K. Pandey and B. C. Yadav, “Embedded fibre optic microbend sensor for measurement of high pressure and crack detection,” Sensors & Actuators A–Physical, 2006, 128(1): 33–36.

[23] [23] N. K. Pandey and B. C. Yadav, “Fiber optic pressure sensor and monitoring of structural defects,” Optica Applicata, 2007, XXXVII: 57 63.

[24] [24] N. K. Pandey, B. C. Yadav, and A. Tripathi, “Monitoring of high pressure with fiber optic sensor,” Sensors & Transducers, 2006, 74(12): 834 834.

[25] [25] B. Felekoglu, K. Tosun, and B. Baradan, “A comparative study on the flexural performance of plasma treated polypropylene fiber reinforced cementitious composites,” Journal of Materials Processing Technology, 2009, 209(11): 5133–5144.

[26] [26] P. W. Chen and D. D. L. Chung, “Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessment during dynamic loading,” Journal of the American Ceramic Society, 1995, 78(3): 816 818.

[27] [27] H. R. Pakravan, M. Jamshidi, M. Latifi, and F. Pachecotorgal, “Cementitious composites reinforced with polypropylene, nylon and polyacrylonitrile fibres,” Materials Science Forum, 2012, 730 732: 271 276.

[28] [28] X. L. Fu, W. M. Lu, and D. D. L. Chung, “Improving the strain sensing ability of carbon fiber reinforced cement by ozone treatment of the fibers,” Cement & Concrete Research, 1998, 28(2): 183 187.

[29] [29] X. L. Fu, W. M. Lu, and D. D. L. Chung, “Ozone treatment of carbon fiber for reinforcing cement,” Carbon, 1998, 36(9): 1337–1345.

[30] [30] X. L. Fu and D. D. L Chung, “Self-monitoring of fatigue damage in carbon fiber reinforced cement,” Cement & Concrete Research, 1996, 26(1): 15 20.

[31] [31] S. Wen and D. D. L. Chung, “Piezoresistivity in continuous carbon fiber cement-matrix composite,” Cement & Concrete Research, 1999, 29(3): 445 449.

[32] [32] D. C. Montgomery, Introduction to statistical quality control. New York: John Wiley & Sons, 1996: 108 109.

[33] [33] G. Park and D. J. Inman, “Structural health monitoring using piezoelectric impedance measurements,” Philosophical Transactions of The Royal Society A Mathematical Physical and Engineering Sciences, 2007, 365(1851): 373–392.

[34] [34] R. B. Randall, “State of the art in monitoring rotating machinery-part 1,” Sound & Vibration, 2004, 38(3): 14–21.

[35] [35] Available online: http://www.lindberg-lund.com/ Files/PDF%20Kataloger/Lim/Konstruksjonslim/Dat ablad/Araldite%202033.pdf.

[36] [36] K. A. Soudki, M. F. Green, and F. D. Clapp, “Transfer length of carbon fiber rods in precast pretensioned concrete beams,” Pci Journal, 1997, 42(5): 78–87.

[37] [37] N. Banthia, “Carbon fiber reinforced cements: structure, performance, applications and research needs,” American Concrete Institute, 1994, 142(SP-142ACI): 91 120.

[38] [38] Q. J. Zheng and D. D. L. Chung, “Carbon fiber reinforced cement composites improved by using chemical agents,” Cement & Concrete Research, 1989, 19(1): 25–41.

[39] [39] K. Saito, N. Kawamura, and Y. Kogo, “Development of carbon fiber reinforced cement,” in 21st International SAMPE Technical Conference, Atlantic City, NJ, USA, 1989, pp. 796–802.

[40] [40] H. Kolsch, “Carbon fiber cement matrix (CFCM) overlay system for masonry strengthening,” Journal of Composites for Construction, 1998, 2(2): 105–109.

[41] [41] T. Uomoto, “Concrete composites in the construction field,” Advanced Composite Materials, 1995, 4(3): 261–269.

[42] [42] A. Pivacek, G. J. Haupt, and B. Mobasher, “Cement based cross-ply laminates,” Advanced Cement Based Materials, 1997, 6(3–4): 144–152.

[43] [43] P. W. Chen and D. D. L. Chung, “Carbon fiber reinforced concrete as a smart material capable of non-destructive flaw detection,” Smart Materials, 1993, 2(1): 22–30.

[44] [44] S. Sikarwar and B. C. Yadav, “Opto-electronic humidity sensor: a review,” Sensors & Actuators A-Physical, 2015, 233: 54–70.

[45] [45] X. Huang and D. C. Zhang, “A high sensitivity and high linearity pressure sensor based on a peninsula-structured diaphragm for low-pressure ranges,” Sensors & Actuators A–Physical, 2014, 216(1): 176–189.

[46] [46] R. Sur, K. Sun, J. B. Jeffries, J. G. Socha, and R. K. Hanson, “Scanned-wavelength-modulation- spectroscopy sensor for CO, CO2, CH4 and H2O in a high-pressure engineering-scale transport-reactor coal gasifier,” Fuel, 2015, 150: 102–111.

[47] [47] H. Schmid-Engela, S. Uhliga, U. Wernerc, and G. Schultesa, “Strain sensitive Pt-SiO2 nano-cermet thin films for high-temperature pressure and force sensors,” Sensors & Actuators A–Physical, 2014, 206(1): 17–21.

[48] [48] A. D. Sundararajan and S. M. Rezaul Hasan, “Release etching and characterization of MEMS capacitive pressure sensors integrated on a standard 8-metal 130 nm CMOS process,” Sensors & Actuators A–Physical, 2014, 212(1): 68–79.

[49] [49] J. Y. Cheng, M. Sundholm, B. Zhou, M. Hirsch, and P. Lukowicz, “Smart-surface: large scale textile pressure sensors arrays for activity recognition,” Pervasive & Mobile Computing, 2016, 30: 97–112.

[50] [50] A. P. Dabrowski and L. J. Golonka, “High-pressure sensor with PZT transducer in LTCC package,” Procedia Engineering, 2014, 87: 1099–1102.

[51] [51] J. Wang, C. Zhao, G. H. Zhao, X. F. Jin, S. M. Zhang, and J. B. Zou, “All-quartz high accuracy MEMS pressure sensor based on double-ended tuning fork resonator,” Procedia Engineering, 2015, 120: 857–860.

[52] [52] A. Arogbonlo, C. Usma, A. Z. Kouzani, and I. Gibson, “Design and fabrication of a capacitance based wearable pressure sensor using e-textiles,” Procedia Technology, 2015, 20: 270–275.

[53] [53] M. Prasad, V. Sahula, and V. K. Khanna, “Design and fabrication of Si-diaphragm, ZnO piezoelectric film-based MEMS acoustic sensor using SOI wafers,” IEEE Transactions on Semiconductor Manufacturing, 2013, 26(2): 233–241.

[54] [54] E. Teomete, “Measurement of crack length sensitivity and strain gage factor of carbon fiber reinforced cement matrix composites,” Measurement, 2015, 74: 21 30.