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葉正強(qiáng)1 李愛群2 婁 宇1
（1 中國電子工程設(shè)計院 北京 100840； 2 東南大學(xué)土木工程學(xué)院 南京 210096）[摘要] 研究了粘滯流體阻尼器用于建筑結(jié)構(gòu)消能減震設(shè)計的原理、分析方法。包括阻尼器的設(shè)置、消能支撐的型式、支撐鋼桿的設(shè)計、抗震設(shè)防目標(biāo)、消能減震建筑結(jié)構(gòu)的特點(diǎn)。給出了消能減震結(jié)構(gòu)的附加水平控制力、附加有效阻尼比、地震影響系數(shù)、阻尼矩陣的計算方法：介紹了振型分解反應(yīng)譜法和直接動力時程分析法的設(shè)計計算要點(diǎn)。最后給出了采用粘滯流體阻尼器進(jìn)行消能減震設(shè)計的實(shí)用設(shè)計步驟。
[關(guān)鍵詞] 粘滯流體阻尼器；消能減震；結(jié)構(gòu)；附加阻尼；抗震設(shè)計Design Principle and Method of Structural Vibration Energy Dissipation Using Fluid Viscous Dampers
Ye Zhengqiangl, Li Aiqun2, Lou Yul
1 China Electronics Engineering Design Institute, Beijing 100840, China
2 College of Civil Engineering, Southeast University, Nanjing 210096, ChinaAbstract: The seismic design principle and analysis methods for building structures using fluid viscous dampers are studied in details.The layout of fluid viscous dampers, energy-dissipation brace type, seismic fortification aim and key characteristics of this technology are introduced. The additional horizontal control force of the fluid viscous dampers applied to structures, additional effective damping ratio, seismic influence coefficient and calculation method of damping coefficient matrix are presented. Two calculation methods, i.e. response spectrum method and direct dynamic time-history analysis method, are described. The practical design procedure of structural vibration energy dissipation technology is presented using fluid viscous damper.
Keywords: fluid viscous darnper; vibration energy dissipation; structure, additional damping coefficient; seismic design
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