1 |
Yang, Y.B., Chen Y.J. (2009) A New Direct Method for Updating Structural Models Based on Measured Modal Data, Engineering Structures, 31, pp.32-42.
DOI
ScienceOn
|
2 |
Yi, J.H., Yun, C.B. (2004) Comparative Study on Modal Identification Methods using Output-Only Information, Structural Engineering and Mechanics, 17(3-4), pp.445-466.
DOI
|
3 |
Zhang, Q.W., Chang, C.C., Chang T.Y.P. (2000) Finite Element Model Updating for Structures with Parametric Constraints, Earthquake Engineering and Structural Dynamics, 29, pp.927-944.
DOI
ScienceOn
|
4 |
Zhang, Q.W., Chang, T.Y.P., Chang, C.C. (2001) Finite Element Model Updating for the Kap Shui Mun Cable-Stayed Bridge, Journal of Bridge Engineering, 6(4), pp.285-293.
DOI
|
5 |
Nawy, E.G. (1996) Prestressed concrete-A Fundamental Approach, PrenticeHall, USA.
|
6 |
Saiidi, M., Douglas, B., Feng, S. (1994) Prestress Force Effect on Vibration Frequency of Concrete Bridges, Journal of Structural Engineering, 120, pp.2233-2241.
DOI
ScienceOn
|
7 |
Stubbs, N., Kim, J.T. (1996) Damage Localization in Structures Without Baseline Modal Parameters, AIAA Journal, 34(8), pp.1644-1649.
DOI
ScienceOn
|
8 |
Wu, J.R., Li, Q.S. (2004) Finite Element Model Updating for a High-Rise Structure Based on Ambient Vibration Measurements, Engineering Structures, 26, pp.979-990.
DOI
ScienceOn
|
9 |
Stubbs, N., Osegueda, R. (1990) Global Non-Destructive Damage Evaluation in Solids, The International Journal of Analytical and Experimental Modal Analysis, 5(2) pp.67-79.
|
10 |
The MathWorks Inc. (2004) The Language of Technical Computing, .
|
11 |
Kwon, K.S., Lin, R.M. (2004) Frequency Selection Method for FRF-based Model Updating, Journal of Sound and Vibration, 278, pp.285-306.
DOI
ScienceOn
|
12 |
Computers and Structures Inc. (2005) CSI Analysis Reference Manual for SAP2000, Berkeley, USA.
|
13 |
Law, S.S., Lu, J.R. (2005) Time Domain Response of a Prestressed Beam and Prestress Identification, Journal of Sound and Vibration, 288(4-5), pp.1011-1025.
DOI
ScienceOn
|
14 |
Miyamoto, A., Tei, K., Nakamura, H., Bull, J.W. (2000) Behavior of Prestressed beam Strengthened with External Tendons, Journal of Structural Engineering, 126, pp.1033-1044.
DOI
ScienceOn
|
15 |
National Instruments (2009) www.ni.com.
|
16 |
Friswell, M.I., Mottershead, J.E. (1995) Finite Element Model Updating in Structural Dynamics, Kluwer Academic, Boston.
|
17 |
Jaishi, B., Ren, W.X. (2005) Structural Finite Element Model Updating using Ambient Vibration test Results, Journal of Structural Engineering, 131(4), pp.617-628.
DOI
ScienceOn
|
18 |
Kim, J.T., Stubbs, N. (1995) Model-Uncertainty Impact and Damage-Detection Accuracy in Plate Girder, Journal of Structural Engineering, 121(10), pp.1409-1417.
DOI
ScienceOn
|
19 |
Kim, J.T., Ryu, Y.S, Lee, B.H., Stubbs, N. (1997) Smart Baseline Model for Nondestructive Evaluation of Highway Bridges, Proceeding of SPIE International Symposium, Smart Systems for Bridges, Structures, and Highways, San Diego, March.
|
20 |
Kim, J.T., Yun, C.B., Ryu, Y.S., Cho, H.M. (2004) Identification of Prestress-Loss in PSC Beams using Modal Information, Structural Engineering and Mechanics, 17(3-4), pp.467-482.
|
21 |
Collins, M.P., Mitchell, D. (1991) Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, New Jersey.
|
22 |
Adam, R.D., Cawley, P., Pye, C.J., Stone, B.J. (1978) A Vibration Technique for Non-Destructively Assessing the Integrity of Structures, Journal of Mechanical Engineering Science, 20, pp.93-100.
DOI
ScienceOn
|
23 |
Brincker, R., Zhang, L., Andersen, P. (2001) Modal Identification of Output-Only Systems using Frequency Domain Decomposition, Smart Materials and Structures, 10, pp.441-445.
DOI
ScienceOn
|
24 |
Brownjohn, J.M.W., Xia, P.Q., Hao, H., Xia, Y. (2001) Civil Structure Condition Assessment by FE Mode Lupdating: Methodology and Case Studies, Finite Elements in Analysis and Design, 37, pp.761-775.
DOI
ScienceOn
|