Effect of Non-linearity of Connecting Dampers on Vibration Control of Connected Building Structures
暂无分享,去创建一个
Kohei Fujita | Izuru Takewaki | Masaaki Tsuji | Masatoshi Kasagi | I. Takewaki | K. Fujita | M. Tsuji | Masatoshi Kasagi
[1] Kazuto Seto,et al. Vibration Control Method for Parallel Structures Connected by Damper and Spring , 1996 .
[2] Izuru Takewaki,et al. Critical earthquake input energy to connected building structures using impulse input , 2015 .
[3] Robert D. Hanson,et al. Seismic design with supplemental energy dissipation devices , 2001 .
[4] Gian Paolo Cimellaro,et al. Optimal Softening and damping design for buildings , 2007 .
[5] Izuru Takewaki,et al. Critical excitation methods in earthquake engineering , 2006 .
[6] Izuru Takewaki,et al. Building Control with Passive Dampers , 2009 .
[7] Ersin Aydin,et al. Optimal damper distribution for seismic rehabilitation of planar building structures , 2007 .
[8] Izuru Takewaki,et al. Optimal damper placement for minimum transfer functions , 1997 .
[9] Kenneth K. Walsh,et al. Closed‐form equations for coupling linear structures using stiffness and damping elements , 2013 .
[10] Izuru Takewaki,et al. High-performance control of wind-induced vibration of high-rise building via innovative high-hardness rubber damper , 2009 .
[11] Izuru Takewaki,et al. Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection , 2013 .
[12] Diego Lopez-Garcia,et al. Algorithm for design of controlled motion of adjacent structures , 2011 .
[13] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .
[14] I. Takewaki. Fundamental Properties of Earthquake Input Energy on Single and Connected Building Structures , 2015 .
[15] Oren Lavan,et al. Optimal design of supplemental viscous dampers for linear framed structures , 2006 .
[16] Kohei Fujita,et al. Importance of interstory velocity on optimal along-height allocation of viscous oil dampers in super high-rise buildings , 2013 .
[17] Tomaso Trombetti,et al. ADDED VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES: THE EFFECTIVENESS OF MASS PROPORTIONAL DAMPING , 2004 .
[18] Izuru Takewaki,et al. Scaling of design earthquake ground motions for tall buildings based on drift and input energy demands , 2011 .
[19] Izuru Takewaki,et al. Earthquake Input Energy to Two Buildings Connected by Viscous Dampers , 2007 .
[20] M. M. Abdullah,et al. Closed-Form Design Equations for Controlling Vibrations in Connected Structures , 2013 .
[21] J. Enrique Luco,et al. Control of the seismic response of a composite tall building modelled by two interconnected shear beams , 1998 .
[22] Izuru Takewaki,et al. Nonlinear optimal oil damper design in seismically controlled multi-story building frame , 2013 .
[23] Masaaki Tsuji,et al. Optimum viscous dampers for stiffness design of shear buildings , 1996 .
[24] R. S. Jangid,et al. Dynamic response of adjacent structures connected by friction damper , 2011 .
[25] Gian Paolo Cimellaro. Simultaneous stiffness–damping optimization of structures with respect to acceleration, displacement and base shear , 2007 .