다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기
Earthquakes and structures, v.5 no.3, 2013년, pp.261 - 276
Murakami, Yu (Department of Architecture and Architectural Engineering, Kyoto University) , Noshi, Katsuya (Department of Architecture and Architectural Engineering, Kyoto University) , Fujita, Kohei (Department of Architecture and Architectural Engineering, Kyoto University) , Tsuji, Masaaki (Department of Architecture and Architectural Engineering, Kyoto University) , Takewaki, Izuru (Department of Architecture and Architectural Engineering, Kyoto University)
AI-Helper
Oil, hysteretic and inertial mass dampers are representatives of passive dampers used for smart enhancement of seismic performance of building structures. Since oil dampers have a nonlinear relief mechanism and hysteretic dampers possess nonlinear restoring-force characteristics, several difficultie...
Adachi, F., Yoshitomi, S., Tsuji, M. and Takewaki, I. (2013), "Nonlinear optimal oil damper design in seismically controlled multi-story building frame", Soil Dyn. Earthq. Eng., 44(1), 1-13.
Attard, T.L. (2007), "Controlling all interstory displacements in highly nonlinear steel buildings using optimal viscous damping", J. Struct. Eng. - ASCE, 133(9), 1331-1340.
Aydin, E., Boduroglub, M.H. and Guney, D. (2007), "Optimal damper distribution for seismic rehabilitation of planar building structures", Eng. Struct., 29, 176-185.
Cimellaro, G.P. (2007), "Simultaneous stiffness-damping optimization of structures with respect to acceleration, displacement and base shear", Eng. Struct., 29, 2853-2870.
Cimellaro, G.P. (2012), "Correlation in spectral accelerations for earthquakes in Europe" Earthq. Eng. Struct. Dyn., Article first published online: 7 SEP 2012 DOI: 10.1002/eqe.2248.
Cimellaro, G.P., Lavan, O. and Reinhorn, A.M. (2009), "Design of passive systems for controlled inelastic structures", Earthq. Eng. Struct. Dyn., 38(6), 783-804.
Cimellaro, G.P., Reinhorn, A.M. and De_Stefano, A. (2011), "Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake", Earthq. Eng. Eng. Vib., 10(1), 153-161.
Cimellaro, G.P., Soong, T.T. and Reinhorn, A.M. (2009a), "Integrated design of controlled linear structural systems", J. Struct. Eng. - ASCE, 135(7), 853-862.
Cimellaro, G.P., Soong, T.T. and Reinhorn, A.M. (2009b), "Integrated design of inelastic controlled structural systems", Struct.Control Health Monitor., 16, 689-702.
Christopoulos, C. and Filiatrault, A. (2006), Principle of passive supplemental damping and seismic isolation, IUSS Press, University of Pavia, Italy.
de Silva CW (ed.) (2007), Vibration damping, control, and design, CRC Press.
Garcia, D.L. (2001), "A simple method for the design of optimal damper configurations in MDOF structures", Earthq. Spectra, 17, 387-398.
Guyan, R.J. (1965), "Reduction of stiffness and mass matrices", AIAA J., 3, 380.
Hanson, R.D. and Soong, T.T. (2001), Seismic design with supplemental energy dissipation devices, EERI, Oakland, CA.
Hwang, J.S., Lin, W.C. and Wu, N.J. (2013), "Comparison of distribution methods for viscous damping coefficients to buildings", Struct. Infrastruct. Eng., 9(1), 28-41.
Lavan, O. and Dargush, G.F. (2009), "Multi-objective evolutionary seismic design with passive energy dissipation systems", J. Earthq. Eng., 13(6), 758-790.
Lavan, O. and Levy, R. (2005), "Optimal design of supplemental viscous dampers for irregular shear-frames in the presence of yielding", Earthq. Eng. Struct. Dyn., 34(8), 889-907.
Lavan, O. and Levy, R. (2006), "Optimal design of supplemental viscous dampers for linear framed structures", Earthq. Eng. Struct. Dyn., 35, 337-356.
Lavan, O. and Levy, R. (2010), "Performance based optimal seismic retrofitting of yielding plane frames using added viscous damping", Earthq. Struct., 1(3), 307-326.
Liu, W., Tong, M. and Lee, G. (2005), "Optimization methodology for damper configuration based on building performance indices", J. Struct. Eng.- ASCE, 131(11), 1746-1756.
Noshi, K., Yoshitomi, S., Tsuji, M. and Takewaki, I. (2013), "Optimal nonlinear oil damper design in seismically controlled multi-story buildings for relief forces and damping coefficients", J. Struct. Eng., Architectural Institute of Japan, Vol. 59B. (in Japanese)
Silvestri, S. and Trombetti, T. (2007), "Physical and numerical approaches for the optimal insertion of seismic viscous dampers in shear-type structures", J. Earthq. Eng., 11, 787-828.
Singh, M.P. and Moreschi, L.M. (2001), Optimal seismic response control with dampers, Earthq. Eng. Struct Dyn., 30, 553-572.
Soong, T.T. and Dargush, G.F. (1997), Passive energy dissipation systems in structural engineering, John Wiley & Sons, Chichester.
Takewaki, I. (1997), "Optimal damper placement for minimum transfer functions", Earthq. Eng. Struct. Dyn., 26, 1113-1124.
Takewaki, I. (2009), Building control with passive dampers: optimal performance-based design for earthquakes, John Wiley & Sons Ltd. (Asia)
Takewaki, I. (2000), "Optimal damper placement for planar building frames using transfer functions", Struct. Multidiscip. Opt., 20(4), 280-287.
Takewaki, I., Murakami, S., Fujita, K., Yoshitomi, S. and Tsuji, M. (2011), "The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions", Soil Dyn. Earthq. Eng., 31(11), 1511-1528.
Takewaki, I., Murakami, S., Yoshitomi, S. and Tsuji, M. (2012), "Fundamental mechanism of earthquake response reduction in building structures with inertial dampers", Struct. Control Health Monitor., 19(6), 590-608.
Takewaki, I. and Yoshitomi, S. (1998), "Effects of support stiffnesses on optimal damper placement for a planar building frame", J. Struct. Des. Tall Build., 7(4), 323-336.
Trombetti, T. and Silvestri, S. (2004), "Added viscous dampers in shear-type structures: the effectiveness of mass proportional damping", J.Earthq. Eng., 8(2), 275-313.
Tsuji, M. and Nakamura, T. (1996), "Optimum viscous dampers for stiffness design of shear buildings", J. Struct. Des. Tall Build., 5, 217-234.
Tsuji, M., Tanaka, H., Yoshitomi, S. and Takewaki, I. (2011), "Model reduction method for buildings with viscous dampers under earthquake loading", J. Struct. Construct. Eng., Architectural Institute of Japan, 76(665), 1281-1290. (in Japanese)
Uetani, K., Tsuji, M. and Takewaki, I. (2003), "Application of optimum design method to practical building frames with viscous dampers and hysteretic dampers", Eng. Struct., 25, 579-592.
Whittle, J.K.,Williams, M.S., Karavasilis, T.L. and Blakeborough, A. (2012), "A comparison of viscous damper placement methods for improving seismic building design", J. Earthq. Eng., 16(4), 540-560.
Zhang, R.H. and Soong, TT. (1992), "Seismic design of viscoelastic dampers for structural applications", J. Struct. Eng.- ASCE, 118, 1375-1392.
해당 논문의 주제분야에서 활용도가 높은 상위 5개 콘텐츠를 보여줍니다.
더보기 버튼을 클릭하시면 더 많은 관련자료를 살펴볼 수 있습니다.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
Copyright KISTI. All Rights Reserved.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.