期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
Active TLCGD control of plane asymmetric buildings under earthquake excitation 被引量:3
1
作者 Chuan Fu 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第5期817-822,共6页
The sealed,tuned liquid column gas damper (TLCGD) with gas-spring effect extends the frequency range of application and efficiently increases the modal structural damping.Active tuned liquid column gas damper (ATL... The sealed,tuned liquid column gas damper (TLCGD) with gas-spring effect extends the frequency range of application and efficiently increases the modal structural damping.Active tuned liquid column gas damper (ATLCGD) is developed for the vibration control of plane asymmetric buildings subjected to earthquake excitation,improving the performance of the passive control scheme.The active behaviour is obtained by adjusting the pressure at the end of the liquid column using a pressurised reservoir.The classical linear quadratic regulator (LQR) design is presented as a straightforward approach to optimal control.Numerical simulations indicate a significant vibration reduction of plane asymmetric buildings by active control within the strong motion of the dynamic response. 展开更多
关键词 asymmetric building Earthquake excitation Active control LQR algorithm
下载PDF
RESEARCH ON THE INELASTIC SEISMIC RESPONSES OF SHEAR-TYPE MULTISTORY BUILDINGS WITH REGULAR ASYMMETRY
2
作者 蔡贤辉 邬瑞锋 许士斌 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第11期1252-1259,共8页
The inelastic seismic responses of shear-type multistorey buildings with regular asymmetry were analyzed. The effects of the fundamental lateral period, the fundamental frequency ratio of translational to torsional, t... The inelastic seismic responses of shear-type multistorey buildings with regular asymmetry were analyzed. The effects of the fundamental lateral period, the fundamental frequency ratio of translational to torsional, the eccentric ratio, earthquake intensity and orthogonal earthquake excitations on inelastic displacement and ductility were studied respectively. Numerical results show that aforementioned factors influence the seismic responses of the buildings. The effect of the orthogonal input of ground motion is likely to be restricted to the moving status of eccentric elements. 展开更多
关键词 asymmetric building seismic response DUCTILITY INELASTIC
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部