1 |
Adachi S. (2009), Fundamentals of System Identification, Tokyo Denki University Press (in Japanese).
|
2 |
Agbabian, M.S, Masri, S.F., Miller, R.K. and Caughey, T.K. (1991), System identification approach to detection of structural changes, J. Engng. Mech., ASCE; 117(2): 370-390.
DOI
|
3 |
Barroso, L.R. and Rodriguez, R. (2004), Damage detection utilizing the damage index method to a benchmark structure. J. Engng. Mech., ASCE; 130(2): 142-151.
DOI
ScienceOn
|
4 |
Beck, J.L. and Jennings, P.C. (1980), Structural identification using linear models and earthquake records, Earthquake Engng. Struct. Dyn.; 8: 145-160.
DOI
|
5 |
Bernal, D. and Beck, J. (2004), Preface to the Special Issue on Phase I of the IASC- ASCE Structural Health Monitoring Benchmark, J. Engng. Mech., ASCE; 130(1): 1-2.
DOI
ScienceOn
|
6 |
Casciati, F. (ed.) (2002), Proceedings of 3rd World Conference on Structural Control. John Wiley & Sons:Como.
|
7 |
Doebling, S.W., Farrar, C.R., Prime, M.B. and Shevitz, D.W. (1996), Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review, Los Alamos National Laboratory Report LA-13070-MS.
|
8 |
Fujino, Y., Nishitani, A. and Mita, A. (2010), Proceedings of 5th World Conference on Structural Control and Monitoring, (5WCSCM). Tokyo.
|
9 |
Fujita, K., Ikeda, A., Shirono, M. and Takewaki, I. (2013), System identification of high-rise buildings using shear-bending model and ARX model: Experimental investigation, Proc. of ICEAS13 in ASEM13, September 8-12, Jeju, Korea, pp2803-2815.
|
10 |
Hart, G.C. and Yao, J.T.P. (1977), System identification in structural dynamics, J. Engng. Mech. Div., ASCE; 103(EM6): 1089-1104.
|
11 |
Hernandez-Garcia, M.R., Masri, S.F., Ghanem, R., Figueiredo, E. and Farrar, C.R. (2010), An experimental investigation of change detection in uncertain chain-like systems. J. Sound Vib.; 329(12), 2395-2409.
DOI
|
12 |
Hernandez-Garcia, M., Masri, S.F., Ghanem, R., Figueiredo, E. and Farrar, R.A. (2010), A structural decomposition approach for detecting, locating, and quantifying nonlinearities in chain-like systems. Struct. Control Health Monitor., 17, 761-777.
DOI
|
13 |
Hjelmstad, K.D, Banan, M.R and Banan, M.R. (1995), On building finite element models of structures from modal response, Earthq. Eng. Struct. Dyn., 24, 53-67.
DOI
|
14 |
Hjelmstad K.D. (1996), On the uniqueness of modal parameter estimation, J. Sound Vib.; 192(2), 581-598.
DOI
ScienceOn
|
15 |
Ji, X., Fenves, G.L.; Kajiwara, K. and Nakashima, M. (2011), "Seismic damage detection of a full-scale shaking table test structure", J. Struct. Eng. ASCE, 137(1), 14-21.
DOI
ScienceOn
|
16 |
Hoshiya, M. and Saito, E. (1984), Structural identification by extended Kalman filter, J. Eng. Mech., ASCE; 110(12), 1757-1770.
DOI
ScienceOn
|
17 |
Housner, G.W., Masri, S.F. and Chassiakos, A.G., (1994), Proceedings of 1st World Conference on Structural Control. IASC: Los Angeles, CA.
|
18 |
Housner G.W., Bergman, L., Caughey, T., Chassiakos, A., Claus, R., Masri, S., Skelton, R., Soong, T., Spencer, B. and Yao, J. (1997), "Special issue, Structural control: past, present, and future", J. Eng. Mech., ASCE, 123(9): 897-971.
DOI
|
19 |
Johnson E. and Smyth A. (2006), Proceedings of 4th World Conference on Structural Control and Monitoring, (4WCSCM). IASC: San Diego, CA.
|
20 |
Johnson, E.A., Lam, H.F., Katafygiotis, L.S., Beck, J.L. (2004), Phase I IASC-ASCE Structural Health Monitoring Benchmark Problem using Simulated Data. ASCE J. Eng. Mech., 130(1), 3-15.
DOI
ScienceOn
|
21 |
Kobori, T., Inoue, Y., Seto, K., Iemura, H. and Nishitani, A. (1998), Proceedings of 2nd World Conference on Structural Control. John Wiley & Sons: Kyoto.
|
22 |
Koh, C.G., See, L.M and Balendra, T. (1991), Estimation of structural parameters in time domain: a substructure approach, Earthq. Eng. Struct. Dyn.; 20: 787-801.
DOI
|
23 |
Kuwabara, M, Yoshitomi, S and Takewaki, I. (2013). A new approach to system identification and damage detection of high-rise buildings, Struct. Control Health Monitor., 20, 703-727.
DOI
|
24 |
Masri, S.F., Nakamura M., Chassiakos, A.G. and Caughey, T.K. (1996), A neural network approach to the detection of changes in structural parameters, J. Eng. Mech., ASCE; 122(4), 350-360.
DOI
|
25 |
Le, T.H. and Tamura, Y. (2009). Modal identification of ambient vibration structure using frequency domain decomposition and wavelet transform, Proceeding of the Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan.
|
26 |
Lus, H., Betti, R., Yu, J. and De Angelis, M. (2004), Investigation of a system identification methodology in the context of the ASCE benchmark problem, J. Eng. Mech., ASCE; 130(1), 71-84.
DOI
|
27 |
Maeda, T., Yoshitomi, S. and Takewaki, I. (2011), Stiffness-damping identification of buildings using limited earthquake records and ARX model, J. Struct. Construction Eng., Architectural Inst. of Japan;666: 1415-1423 (in Japanese).
|
28 |
Mendel, J.M. (1995), Lessons in Estimation Theory for Signal Processing, Communications, and Control, 2nd Edition, Prentice Hall.
|
29 |
Minami, Y., Yoshitomi, S. and Takewaki, I. (2013), System identification of super high-rise buildings using limited vibration data during the 2011 Tohoku (Japan) earthquake, Struct. Control Health Monitor., 20, 1317-1338.
|
30 |
Nagarajaiah, S. and Basu, B. (2009), Output only modal identification and structural damage detection using time frequency & wavelet techniques, Earthq. Eng.Eng. Vib.; 8(4), 583-605.
DOI
ScienceOn
|
31 |
Safak, E. (1989), Adaptive Modeling, Identification, and control of dynamic structural systems. I: Theory, J. Eng. Mech., ASCE; 115(11), 2386-2405.
DOI
|
32 |
Shinozuka, M. and Ghanem, R. (1995), "Structural-system identification II: Experimental verification", J. Eng. Mech., ASCE; 121(2), 265-273.
DOI
|
33 |
Udwadia, F.E., Sharma, D.K and Shah, P.C. (1978), "Uniqueness of damping and stiffness distributions in the identification of soil and structural systems", J. Applied Mech., ASME; 45: 181-187.
DOI
|
34 |
Takewaki, I. and Nakamura, M. (2000), "Stiffness-damping simultaneous identification using limited earthquake records", Earthq. Eng. Struct. Dyn., 29(8), 1219-1238.
DOI
|
35 |
Takewaki, I. and Nakamura, M. (2005), "Stiffness-damping simultaneous identification under limited observation", J. Eng. Mech., ASCE; 131(10), 1027-1035.
DOI
|
36 |
Takewaki, I. and Nakamura, M. (2009), "Temporal variation of modal properties of a base-isolated building during an earthquake", J. Zhejiang University-SCIENCE A; 11(1), 1-8.
|
37 |
Xing, Z. and Mita, A. (2012), "A substructure approach to local damage detection of shear structure", Struct. Control Health Monitor., 19(2), 309-318.
DOI
|
38 |
Yao, J.T.P. and Natke, H.G. (1994), Damage detection and reliability evaluation of existing structures, Struct. Safety; 15: 3-16.
DOI
|
39 |
Zhang D.Y. and Johnson, E.A. (2012), Substructure Identification for Shear Structures: Cross Power Spectral Density Method, Smart Mater. Struct., 21(5), 055006.
DOI
|
40 |
Zhang D.Y. and Johnson, E.A. (2013a). Substructure identification for shear structures I: Substructure identification method, Struct. Control Health Monitor., 20(5), 804-820.
DOI
|
41 |
Zhang D.Y. and Johnson, E.A. (2013b), "Substructure identification for shear structures with nonstationary structural responses", J. Eng. Mech, ASCE, 139(12), 1769-1779.
DOI
|
42 |
Kozin, F. and Natke, H.G. (1986). System identification techniques, Struct. Safety, 3, 269-316.
DOI
|
43 |
Ghanem, R. and Shinozuka, M. (1995), Structural-system identification I: Theory, J. Engng. Mech., ASCE; 121(2), 255-264.
DOI
ScienceOn
|