【摘要】 通过理论分析和大量数值模拟,揭示了线性和非线性粘滞消能器两端的相对水平位移幅值与所在层的层间位移幅值之间的关系,总结提出了考虑支撑变形时安装非线性粘滞消能器结构的实用抗震设计步骤。上述研究结果拓展了现行《建筑抗震设计规范》中有关粘滞消能器部分的设计规定。更多还原

【Abstract】 The effect of deformations of braces on relative displacements of linear and nonlinear viscous dampers is discussed through theoretical analysis and numerical simulations. The design procedure for structures equipped with nonlinear viscous dampers considering deformations of braces is proposed, and it is an extension to the Code for Seismic Design of Buildings (GB50011-2001).更多还原