다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기
한국소음진동공학회논문집 = Transactions of the Korean society for noise and vibration engineering, v.16 no.4 = no.109, 2006년, pp.420 - 427
문병욱 (단국대학교 건축공학과) , 민경원 (단국대학교 건축공학과)
AI-Helper
In this study, wind loads transmitted to a transmission tower from transmission lines are mitigated using rotational viscoelastic dampers. First, the wind load characteristics in a transmission tower is investigated considering the effect of the transmission lines through stochastic analysis. The as...
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
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
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
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
Tesar, A., Kuglerova, J., 2000, Tuned Vibration Control of Overhead Line Conductors, International Journal for Numerical Methods in Engineering, Vol. 48, pp. 1215-1239
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
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
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
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
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
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
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
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
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
Zhang R. H., Soong T. T, 1992, Seismic Design of Viscoelastic Dampers for Structural Applications. Journal of Structural Engineering, Vol. 118, pp. 1375-1392
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
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
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
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
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
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
Free Access. 출판사/학술단체 등이 허락한 무료 공개 사이트를 통해 자유로운 이용이 가능한 논문
Copyright KISTI. All Rights Reserved.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.