A NOVEL PASSIVE ENERGY DISSIPATION SYSTEM FOR FRAME-CORE TUBE STRUCTURE
暂无分享,去创建一个
[1] Oren Lavan,et al. Optimal design of supplemental viscous dampers for linear framed structures , 2006 .
[2] Michael Willford,et al. The damped outrigger concept for tall buildings , 2007 .
[3] B. Stafford Smith,et al. Parameter Study of Outrigger-Braced Tall Building Structures , 1981 .
[4] George C. Lee,et al. Optimization Methodology for Damper Configuration Based on Building Performance Indices , 2005 .
[5] T. T. Soong,et al. Efficiency of a simple approach to damper allocation in MDOF structures , 2002 .
[6] Ahsan Kareem,et al. Mitigation of motions of tall buildings with specific examples of recent applications , 1999 .
[7] Billie F. Spencer,et al. Semiactive Damping of Cables with Sag , 2003 .
[8] B. F. Spencer,et al. STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .
[9] Herman Ramon,et al. Positioning and tuning of viscous damper on flexible structure , 2007 .
[10] T. T. Soong,et al. Supplemental energy dissipation: state-of-the-art and state-of-the- practice , 2002 .
[11] Jeremiah C. O'Neill,et al. Application of damping in high-rise buildings , 2006 .