참고문헌
- ASCE (American Society of Civil Engineers) (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings. FEMA 273, Washington D.C.
- Booth, E., Spence, R. and Bird, J. (2004), "Building vulnerability assessment using pushover methods - a Turkish case study", Proceedings of the International Workshop on Performance-Based Seismic Design Concepts and Implementation Bled Slovenia.
- 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, Report No. LA-13070-MS, Los Alamos National Laboratory, Los Alamos, NM.
- Farrar, C.R., Doebling, S.W., Cornwell, P.J. and Straser, E.G, (1997), "Variability of modal parameters measured on the Alamosa Canyon Bridge", Proceedings of the 15th Int. Modal Analysis Conf., Society of Engineering Mechanics, Bethel, CT, 257-263.
- Ghobarah, A. (2004), "On drift limits associated with different damage levels", Proceedings of the International Workshop on Performance-Based Seismic Design Concepts and Implementation Bled Slovenia.
- Kim, J.Y., Dae, E.Y., Kim, Y. and Kim, S.D. (2009), "Calibration of analytical models to assess wind-induced acceleration responses of tall buildings in serviceability level", Eng. Struct., 31(9), 2086-2096. https://doi.org/10.1016/j.engstruct.2009.03.010
- Kosmatka, J.B. and Ricles, J.M. (1999), "Damage detection in structures by modal vibration characterization", J. Struct. Eng., 125(12), 1384-1392. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:12(1384)
- Lynch, J.P., Law, K.H., Kiremidjian, A.S., Carryer, E., Farrar, C.R., Sohn, H., Allen, D.W., Nadler, B. and Wait, J.R. (2004), "Design and performance validation of a wireless sensing unit for structural monitoring applications", Struct. Eng. Mech., 17(3-4), 393-408. https://doi.org/10.12989/sem.2004.17.3_4.393
- Lynch, J.P. (2002), Decentralization of wireless monitoring and control technologies for smart civil structures, Ph.D. Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
- Mosalam, K., Ayala, G. and White, R. (1997), Chapter 7.c: Development of Fragility Curves for Masonry Infill - Concrete Frame Buildings, Loss Assessment of Memphis Buildings, Technical Report NCEER.
- Michelis, P., Papadimitriou, C., Karaiskos, G.K., Papadioti, D.C. and Fuggini, C. (2012), "Seismic and vibration tests for assessing the effectiveness of GFRP for retrofitting masonry structures", Smart Struct. Syst., 9(3), 207-230. https://doi.org/10.12989/sss.2012.9.3.207
- Ni, Y.Q., Wang, B.S. and Ko, J.M. (2001), Simulation studies of damage location in Tsing Ma Bridge deck, SPIE Nondestructive Evaluation of Highways, Utilities, and Pipelines IV, SPIE, 3995, 312-323.
- Ni, Y.Q., Li, B., Lam, K.H., Zhu, D.P., Wang, Y., Lynch, J.P. and Law, K.H. (2011), "In-construction vibration monitoring of a super-tall structure using a long-range wireless sensing system", Smart Struct. Syst., 7(2), 83-102. https://doi.org/10.12989/sss.2011.7.2.083
- Nikitas, N., Macdonald, J.H.G. and Jakobsen, J.B. (2011), "Identification of flutter derivatives from full-scale ambient vibration measurements of the Clifton Suspension Bridge", Wind Struct., 14(3). 221-238. https://doi.org/10.12989/was.2011.14.3.221
- Rossetto, T. and Elnashai, A.S. (2003), "Derivation of vulnerability functions for european type RC structures based on observational data", Eng. Struct., 25(10), 1241-1263. https://doi.org/10.1016/S0141-0296(03)00060-9
- SEAOC (1995), Performance Based Seismic Engineering of Buildings. Vision 2000 Committee, Structural Engineers Association of California, Sacramento, California.
- Shakib, H. and Parsaeifard, N. (2011), "Ambient vibration tests on a 19 - story asymmetric steel building", Struct. Eng. Mech., 40(1), 1-11. https://doi.org/10.12989/sem.2011.40.1.001
- Sohn, H., Dzwonczyk, M., Straser, E.G., Kiremidjian, A.S., Law, K.H. and Meng, T. (1999), "An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge", Earthq. Eng. Struct. D., 28(9), 879-897. https://doi.org/10.1002/(SICI)1096-9845(199908)28:8<879::AID-EQE845>3.0.CO;2-V
- Straser, E.G. and Kiremidjian, A.S. (1998), A modular, wireless damage monitoring system for structures, Report No. 128, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
- Tamura, K. (2001), Instrument systems of major bridges in Japan. Proceedings of Instrumental Systems for Diagnostics of Seismic Response of Bridges and Dams, Consortium of Organizations for Strong-Motion Observation Systems, Richmond, CA, 10-18.