On the efficiency of viscous dampers in reducing various seismic responses of wall structures
暂无分享,去创建一个
[1] Oren Lavan,et al. Optimal design of supplemental viscous dampers for irregular shear‐frames in the presence of yielding , 2005 .
[2] A. Rutenberg. Approximate natural frequencies for coupled shear walls , 1975 .
[3] Oren Lavan,et al. Fully stressed design of passive controllers in framed structures for seismic loadings , 2006 .
[4] Tomaso Trombetti,et al. ADDED VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES: THE EFFECTIVENESS OF MASS PROPORTIONAL DAMPING , 2004 .
[5] J. N. Yang,et al. Design of Passive Energy Dissipation Systems Based on LQR Control Methods , 1999 .
[6] Riko Rosmon. Approximate Analysis of Shear Walls Subject to Lateral Loads , 1964 .
[7] Tomaso Trombetti,et al. On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems , 2006 .
[8] Mahendra P. Singh,et al. Optimal seismic response control with dampers , 2001 .
[9] George C. Lee,et al. Optimization Methodology for Damper Configuration Based on Building Performance Indices , 2005 .
[10] Tomaso Trombetti,et al. Physical and Numerical Approaches for the Optimal Insertion of Seismic Viscous Dampers in Shear-Type Structures , 2007 .
[11] Andrei M. Reinhorn,et al. Design of Supplemental Dampers for Control of Structures , 1996 .
[12] Gary F. Dargush,et al. Evolutionary aseismic design and retrofit of structures with passive energy dissipation , 2005 .
[13] David P. Thambiratnam,et al. Influence of damping systems on building structures subject to seismic effects , 2004 .
[14] Gary F. Dargush,et al. Multi-Objective Evolutionary Seismic Design with Passive Energy Dissipation Systems , 2009 .
[15] Oren Lavan,et al. Simple Iterative Use of Lyapunov's Solution for the Linear Optimal Seismic Design of Passive Devices in Framed Buildings , 2009 .
[16] Izuru Takewaki,et al. Building Control with Passive Dampers , 2009 .
[17] Jinkoo Kim,et al. PERFORMANCE-BASED DESIGN OF ADDED VISCOUS DAMPERS USING CAPACITY SPECTRUM METHOD , 2003 .
[18] Kohei Fujita,et al. Optimal placement of viscoelastic dampers and supporting members under variable critical excitations , 2010 .
[19] Oren Lavan,et al. OPTIMAL PERIPHERAL DRIFT CONTROL OF 3D IRREGULAR FRAMED STRUCTURES USING SUPPLEMENTAL VISCOUS DAMPERS , 2006 .
[20] Izuru Takewaki,et al. Optimal damper placement for minimum transfer functions , 1997 .
[21] T. T. Soong,et al. Development of Design Spectra for Actively Controlled Wall‐Frame Buildings , 1992 .
[22] Nimal Perera,et al. Seismic response of building structures with dampers in shear walls , 2003 .
[23] Anil K. Agrawal,et al. Optimal design of passive energy dissipation systems based on H∞ and H2 performances , 2002 .
[24] Yin-Nan Huang,et al. Design Formulations for Supplemental Viscous Dampers to Building Structures , 2008 .
[25] Anita Shukla,et al. Optimal Use of Viscoelastic Dampers in Building Frames for Seismic Force , 1999 .
[26] Izuru Takewaki,et al. Frequency domain modal analysis of earthquake input energy to highly damped passive control structures , 2004 .
[27] Kuo-Chun Chang,et al. Direct displacement-based design for seismic retrofit of existing buildings using nonlinear viscous dampers , 2008 .
[28] José I. Restrepo,et al. Shake-Table Tests of Confined-Masonry Rocking Walls with Supplementary Hysteretic Damping , 2009 .
[29] T. T. Soong,et al. Efficiency of a simple approach to damper allocation in MDOF structures , 2002 .
[30] Sung-Kyung Lee,et al. Seismic performance of friction dampers using flexure of rc shear wall system , 2009 .
[31] Shiang-Jung Wang,et al. Experimental study of RC building structures with supplemental viscous dampers and lightly reinforced walls , 2006 .
[32] W. K. Tso,et al. An approximate seismic analysis of coupled shear walls , 1972 .
[33] T. Caughey,et al. Classical Normal Modes in Damped Linear Dynamic Systems , 1960 .
[34] Yung-Tsang Chen,et al. Effects of brace stiffness on performance of structures with supplemental Maxwell model‐based brace–damper systems , 2011 .
[35] T. L. Attard,et al. Controlling All Interstory Displacements in Highly Nonlinear Steel Buildings Using Optimal Viscous Damping , 2007 .
[36] Mahendra P. Singh. Seismic Response by SRSS for Nonproportional Damping , 1980 .
[37] T. T. Soong,et al. Seismic Design of Viscoelastic Dampers for Structural Applications , 1992 .