摘要
以高烈度区某教学楼工程设计为例,依据建筑使用功能和抗震要求,该建筑物采用粘滞阻尼器的消能减震设计方案,时程分析结果表明,粘滞阻尼器可大量耗散地震动能量并显著降低结构的地震响应。
Taking the teaching building engineering in high intensity area as an example,according to architectural usage functions and seismic demands,the paper applies energy dissipation and seismic design of the viscous damper in the building. The time-histories analysis results show that: viscous damper can dissipates seismic energy and reduce seismic response as well.
引文
[1]GB 50011—2010,建筑抗震设计规范[S].
[2]李春和,张义元.超高层建筑结构减小地震作用的方法[J].减震技术,2014(2):13-17.