1 |
Bani-Hani, K.A., Zibdeh, H.S. and Hamdaouri, K. (2008), 'Health monitoring of a historical monument in Jordan based on ambient vibration test', Smart Struct. Syst., 4(2), 195-208
DOI
ScienceOn
|
2 |
Bendat, J.S. and Piersol, A.G. (1993), Engineering Applications of Correlation and Spectral Analysis, John Wiley & Sons, New York, USA
|
3 |
Brincker, R., Ventura, C. and Andersen, P. (2001), 'Damping estimation by frequency domain decomposition', Proceedings of the 19th International Modal Analysis Conference, Kissimee, Florida, 2001
|
4 |
Chai, Y.H., Priestley, M.J.N. and Seible, F. (1991), 'Seismic retrofit of circular bridge columns for enhanced flexural performance', ACI Struct. J., 88(5), 572-584
|
5 |
Choi, J.S., Yun C.B. and Kim, J.M. (2001), 'Earthquake response analysis of the Hualien soil-structure interaction system based on updated soil properties using forced vibration test data', Earthq. Eng. Struct. Dyn., 30(1), 1-26
DOI
ScienceOn
|
6 |
Chrysostomou, C., Stassis, A. and Demetriou, T. (2008), 'Application of shape memory alloy prestressing devices on an ancient aqueduct', Smart Struct. Syst., 4(2), 261-278
DOI
ScienceOn
|
7 |
Chrysostomou, C.Z., Demetriou, T. and Stassis, A. (2008), 'Health-monitoring and system-identification of an ancient aqueduct', Smart Struct. Syst., 4(2), 183-194
DOI
ScienceOn
|
8 |
Dutta, A. and Mander, J.B. (2002), 'Rapid and detailed seismic fragility analysis of highway bridges', Technical Report at Multidisciplinary Center for Earthquake Engineering, USA
|
9 |
Ei-Borgi, S., Choura, S., Neifar, M., Smaoui, H., Majdoub, M.S. and Cherif, D. (2008), 'Seismic vulnerability assessment of a historical building in Tunisia', Smart Struct. Syst., 4(2), 209-220
DOI
ScienceOn
|
10 |
Ei-Borgi, S., Neifar, M., Ben Jabeur, M., Cherif, D. and Smaoui, H. (2008), 'Use of copper shape memory alloys in retrofitting historical monuments', Smart Struct. Syst., 4(2), 247-260
DOI
ScienceOn
|
11 |
El-Attar, A., Saleh, A., El-Habbal, I., Zaghw A.H. and Osman, A. (2008), 'The use of SMA wire dampers to enhance the seismic performance of two historical Islamic minarets', Smart Struct. Syst., 4(2), 221-232
DOI
ScienceOn
|
12 |
Feng, M.Q., Kim, D.K., Yi, J.H. and Chen, Y. (2004), 'Baseline models for bridge performance monitoring', J. Eng. Mech., ASCE, 130(5), 562-569
DOI
ScienceOn
|
13 |
Goldberg, D.E. (1989), 'Genetic algorithms in search, optimization, and machine learning', Addison-Wesley: Reading, MA, USA
|
14 |
Holland, J.H. (1975), Adaptation in Natural and Artificial Systems, University of Michigan, USA
|
15 |
Kim, J.T., Park, J.H., Yoon, H.S. and Yi, J.H. (2007), 'Vibration-based damage detection in beams using genetic algorithm', Smart Struct. Syst., 3(3), 263-280
DOI
ScienceOn
|
16 |
Huang, J., Liang, Z. and Lee, G.C. (1996), 'Structural damage detection using energy transfer ratios (ETR) technique', Proceedings of the 14th International Modal Analysis Conference, Dearborn, MI, February 12-15, 1996
|
17 |
Jaishi, B., Ren, W.-X., Zong, Z.-H. and Maskey, P.N. (2003), 'Dynamic and seismic performance of old multitiered temples in Nepal', Eng. Struct., 25(14), 1827-1839
DOI
ScienceOn
|
18 |
Juang, J.N. (1994), Applied System Identification, Prentice Hall, Englewood Cliffs, New Jersey, USA
|
19 |
Kim, G.H. and Yang, Y.S. (1995), 'A real coded genetic algorithm for optimum design', J. Comput. Struct. Eng. in Korea, 8(2)
|
20 |
Kushiyama, S. (2002), Calculation moment-rotation relationship of reinforced concrete member with/without steel jacket, Unpublished Report at University of Southern California, CA, USA
|
21 |
Liang, Z. and Lee, G.C. (1991), Damping of Structures : Part -Theory of Complex Damping, NCEER Report 91- 0004, 1991
|
22 |
Maity, D. and Tripathy, R.R. (2005), 'Damage assessment of structures from changes in natural frequencies using genetic algorithm', Struct. Eng. Mech., 19(1), 21-42
DOI
ScienceOn
|
23 |
Overschee, V.P. and De Moor, B. (1996), Subspace Identification for Linear Systems, Kluwer Academic Publisher
|
24 |
Peeters, B. and De Roeck, G. (1999), 'Reference-based stochastic subspace identification for output-only modal analysis', Mech. Syst. Signal Pr., 13(6), 855-878
DOI
ScienceOn
|
25 |
Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges. John Wiley & Sons, Inc
|
26 |
SAC Joint Venture, Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Projects, Report No. SAC/BD-97/04, October 15, 1997
|
27 |
Ren, W.X. and Zong, Z.H. (2004), 'Output-only modal parameter identification of civil engineering structures', Struct. Eng. Mech., 17(3-4), 429-444
DOI
ScienceOn
|
28 |
Ren, W.X., Zatar, W. and Harik, I.E. (2004), 'Ambient vibration-based seismic evaluation of a continuous girder bridge', Eng. Struct., 26(5) 631-640
DOI
ScienceOn
|
29 |
Rytter, A. (1993), Vibration Based Inspection of Civil Engineering Structures, Ph.D. Dissertation, Dept. of Building Technology and Structural Eng., Aalborg University, Denmark
|
30 |
SAP2000 v.7.44 User Manual. 2002. Computer and Structure, CA, USA
|
31 |
Shama, A.A., Mander, J.B., Chen, S.S. and Aref, A.J. (2001), 'Ambient vibration and seismic evaluation of a cantilever truss bridge', Eng. Struct., 23, 1281-1292
DOI
ScienceOn
|
32 |
Shinozuka, M., Feng. M.Q., Kim, H.-K., Uzawa, T. and Ueda, T. (2002), Statistical analysis of fragility curves, Technical Report at Multidisciplinary Center for Earthquake Engineering, USA
|
33 |
Yi, J.H. and Yun, C.B. (2004), 'Comparative study on modal identification methods using output-only information', Struct. Eng. Mech., 17(3-4), 445-466
DOI
ScienceOn
|