1 |
Zimmerman, A.T., Shiraishi, M., Swartz, R.A. and Lynch, J.P. (2008), "Automated modal parameter estimation by parallel processing within wireless monitoring systems", J. Infrastruct. Syst., 14(1), 102-113.
DOI
ScienceOn
|
2 |
Zimmerman, A.T. and Lynch, J.P. (2009), "A parallel simulated annealing architecture for model updating in wireless sensor networks", IEEE Sens. J., 9(11), 1503-1510.
DOI
ScienceOn
|
3 |
Koo, K., Sung, S. and Jung, H. (2011), "Damage quantification of shear buildings using deflections obtained by modal flexibility", Smart Mater. Struct, 20, 045010.
DOI
ScienceOn
|
4 |
Kurata, N., Spencer, B.F. and Ruiz-Sandoval, M. (2005), "Risk monitoring of buildings with wireless sensor networks", Struct. Health Monit., 12(3-4), 315-327.
DOI
ScienceOn
|
5 |
Ling, Q., Tian, Z., Yin, Y. and Li, Y. (2009), "Localized structural health monitoring using energy-efficient wireless sensor networks", IEEE Sens. J., 9(11), 1596-1604.
DOI
ScienceOn
|
6 |
Lynch, J.P., Sundararajan, A., Law, K.H., Kiremidjian, A.S., Carryer, E., Sohn, H. and Farrar, C.R. (2003), "Field validation of a wireless structural health monitoring system on the Alamosa Canyon Bridge", Proc. of the SPIE, 5057, 267-278
|
7 |
Lynch J.P., Sundararajan A., Law K.H., Kiremidjian A.S. and Carryer E. (2004), "Embedding damage detection algorithms in a wireless sensing unit for operational power efficiency", Smart Mater. Struct., 13(4) 800-810
DOI
ScienceOn
|
8 |
Nagayama, T. and Spencer Jr., B.F. (2007), Structural health monitoring using smart sensors, Newmark Structural Engineering Laboratory (NSEL) Report Series, No. 1, University of Illinois at Urbana-Champaign, Urbana, Illinois.
|
9 |
Park, J.H., Hong, D.S., Kim, J.T., Koo, K.Y., Yun, C.B. and Park, G. (2008), "Wireless sensing and embedded monitoring algorithm for damage diagnosis in PSC girders", Adv. Sci. Technol., 56, 420-425.
DOI
|
10 |
Rice, J.A. and Spencer, Jr., B.F. (2009), Flexible smart sensor framework for autonomous full-scale structural health monitoring, Newmark Structural Engineering Laboratory (NSEL) Report Series, No. 18, University of Illinois at Urbana-Champaign, Urbana, Illinois.
|
11 |
Sim, S., Spencer Jr. B., Zhang, M., Xie, H. (2010), "Automated decentralized modal analysis using smart sensors", Struct. Health Monit., 17(8), 872-894.
DOI
ScienceOn
|
12 |
STMicroelectronics LIS344ALH manual. Available online: http://www.st.com/internet/analog/product/207281.jsp
|
13 |
Cho, S., Lynch, J.P., Lee, J.J. and Yun, C.B. (2010), "Development of an automated wireless tension force estimation system for cable-stayed bridges", J. Intel. Mat. Syst. Str., 21, 361-376.
DOI
ScienceOn
|
14 |
Design, S. SD1221 Manual. Available online: http://www.silicondesigns.com/pdfs/1221.pdf
|
15 |
Gao, Y., Spencer Jr., B.F. and Ruiz-Sandoval, M. (2005), "Distributed computing strategy for structural health monitoring", Struct. Health Monit., 43(1), 488-507.
|
16 |
Hackmann, G., Sun, F., Castaneda, N., Lu, C. and Dyke, S. (2012), "A holistic approach to decentralized structural damage localization using wireless sensor networks", Comput Commun., 36(1), 29-41.
DOI
ScienceOn
|
17 |
Jo, H., Sim, S.H., Nagayama, T. and Spencer Jr, B. (2011), "Development and application of high sensitivity wireless smart sensors for decentralized stochastic modal identification", J. Eng. Mech. - ASCE, 138(6), 683-694.
DOI
|
18 |
Ho, D.D., Lee, P.Y., Nguyen, K.D., Hong, D.S., Lee, S.Y., Kim, J.T. and Shinozuka, M. (2012), "Solar-powered multi-scale sensor node on lmote 2 platform for hybrid SHM in cable-stayed bridge", Smart Struct. Syst., 9(2), 145-164.
DOI
ScienceOn
|
19 |
Juang, J.N. and Pappa, R.S. (1985), "An eigensystem realization algorithm for modal parameter identification and model reduction", J. Guid. Contr. Dynam., 8(5), 620-627.
DOI
ScienceOn
|
20 |
Jang, S., Sim, S.H., Jo, H. and Spencer, Jr., B.F. (2012), "Full-scale experimental validation of decentralized damage identification using wireless smart sensors," Smart Mater. Struct., 21(11), 115019.
DOI
ScienceOn
|