참고문헌
- 건설핵심기술 연구개발사업 연차실적 및 계획서 2004. 철골조 시설물의 붕괴를 방지하는 설치 용이한 경제적인 보강기구 개발, 과제번호 : CI03A2000010-03A0200-01010
- Holmes J. D., 1994, Along-wind Response of Lattice Towers- I, Engineering Structures, vol. 16, No.4, pp. 287-291 https://doi.org/10.1016/0141-0296(94)90069-8
- Momomura Y., Marukawa H., Okamura T. and Hongo E., 1997, Full-scale Measurements of Wind-induced Vibration of a Transmission Line System in a Mountainous Area, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 72, pp. 241-252 https://doi.org/10.1016/S0167-6105(97)00240-7
- Yasui, H., Marukawa H., Momoura Y. and Ohkuma T., 1999, Analytical Study on Wind-induced Vibration of Power Transmission Towers, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 83,pp. 431-441 https://doi.org/10.1016/S0167-6105(99)00091-4
- Battista, R. C., Rodrigues and R. S., 2003, Dynamic Behavior and Stability of Transmission Line Towers under Wind Forces, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 91, pp.1051-1067 https://doi.org/10.1016/S0167-6105(03)00052-7
- Tesar, A., Kuglerova, J., 2000, Tuned Vibration Control of Overhead Line Conductors, International Journal for Numerical Methods in Engineering, Vol. 48, pp. 1215-1239 https://doi.org/10.1002/(SICI)1097-0207(20000720)48:8<1215::AID-NME945>3.0.CO;2-L
- Markiewitz, M., 1995, Optimum Dynamic Characteristics of Stockbridge Dampers for Dead-end Spans, Journal of Sound and Vibration, Vol. 188, No.2, pp. 243-256 https://doi.org/10.1006/jsvi.1995.0589
- Diana, G., Cigada, A., Belloli, M., Vanali, M., 2003, Stockbridge-type Damper Effectiveness Evaluation: Part I - Comparison Between Tests on Span and on the Shaker, IEEE Transactions on Power Delivery, Vol. 18, No.4, pp. 1462-1469 https://doi.org/10.1109/TPWRD.2003.817797
- Diana, G., Manenti, A., Pirotta, C., Zuin A., 2003, Stockbridge-type Damper Effectiveness Evaluation: Part II - The Influence of the Impedance Matrix Terms on the Energy Dissipated, IEEE Transactions on Power Delivery, Vol. 18, No.4, pp. 1470-1477 https://doi.org/10.1109/TPWRD.2003.817798
- Soong, T. T. and Dargush, G. F., 1997, Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons
- Zhang, R.-H., Soong, T. T., 1989, Seismic Response of Steel Frame Structures with Added Viscoelstic Dampers. Earthquake Engineering & Structural Dynamics, Vol. 18, pp. 389-396 https://doi.org/10.1002/eqe.4290180307
- Shen, K. L., Soong, T. T., 1995, Modeling of Viscoelastic Dampers for Structural Applications. Journal of Engineering Mechanics, Vol. 121, No.6, pp. 694-701 https://doi.org/10.1061/(ASCE)0733-9399(1995)121:6(694)
- Shen, K. L., Soong, T. T, Chang, K. C. Lai, M. L., 1995, Seismic Behaviour of Reinforced Concrete frame a with Added Viscoelastic Dampers. Engineering Structures, Vol. 17, No.5, pp. 372-380 https://doi.org/10.1016/0141-0296(95)00020-8
- Chang, K. K., Soong, T. T., Oh, S.-T. and Lai, M. L., 1995, Seismic Behavior of Steel Frame with Added Viscoelastic Dampers, Journal of Structural Engineering, Vol. 121, No. 10, pp. 1418-1426 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1418)
- Lai, M. L., Chang, K. C., Soong, T. T., Hao, D.S., Yeh, Y. C., 1995, Full-scale Viscoelastically Damped Steel Frame, Journal of Structural Engineering, Vol. 121, No. 10, pp. 1443-1447 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1443)
- Min, K.-W., Kim, J., Lee, S.-H., 2004, Vibration Test of 5-storey Steel Frame with Viscoelastic Dapers. Engineering Structures, Vol. 26, pp. 831-839 https://doi.org/10.1016/j.engstruct.2004.02.004
- Zhang R. H., Soong T. T, 1992, Seismic Design of Viscoelastic Dampers for Structural Applications. Journal of Structural Engineering, Vol. 118, pp. 1375-1392 https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1375)
- Shukla A. K., Datta T. K., 1999, Optimal use of Viscoelastic Dampers in Building Frames for Seismic Response. Journal of Structural Engineering, Vol. 125, pp. 401-409 https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(401)
- Lee, S.-H., Son, D.-I., Kim, J.-K., Min, K.-W., 2004, Optimal Design of Viscoelastic Dampers Using Eigenvalue Assignment. Earthquake Engineering & Structural Dynamics, Vol. 33, No.4, pp. 521-542 https://doi.org/10.1002/eqe.364
- Park, J.-H., Kim, J.-K., Min, K-W., 2004, Optimal Design of Added Viscoelasticdampers and Supporting Braces. Earthquake Engineering & Structural Dynamics, Vol. 33, No.4, pp. 465-484 https://doi.org/10.1002/eqe.359
- Davenport, A. G., 1964, Note on the Distribution of the Largest Value of a Random Function with Application to Gust loading. Proceedings of the Institution of Civil Engineers, London, Vol. 28, pp. 187-196
- Matheson, M. J. and Holmes, J. D. 1981, Simulation of the Dynamic Response of Transmission Lines in Strong Winds, Engineering Structure, Vol. 3, pp. 105-110 https://doi.org/10.1016/0141-0296(81)90036-5
- Ischueller G. and Shinozuka M., 1987, Stochastic Methods In Structural Dynamics, Martinus NijhoffI Publishers
- http://www.damptech.com/products/ products.htm
- Computers and Structures, 2002, SAP2000 Analysis Reference Manual