摘要
增强自身性能是传统抗震结构抵御地震作用的方式,通过结构附设的消能减震装置耗散地震能量是消能减震结构的抗震方式。本文采用黏滞阻尼器,在SAP2000有限元软件中建立一个六层框架结构模型,在结构不同层布置黏滞阻尼器,对比原结构和消能减震结构在地震作用下的最大层间位移角和最大层间位移,结果表明黏滞阻尼器可以提高结构抗震能力,且每层布置阻尼器抗震效果最好。
To enhance their own performance is the way of traditional anti-seismic structure to resist the earthquake. The way that the seismic energy is dissipated through the energy dissipation system is used for energy dissipation. In this paper, the viscous damper will be disposed in the different structure layer which belongs to a six story frame structure model that is established in the SAP2000 finite element software. Comparing the maximum inter story displacement angle and maximum inter story displacement of the original structure and energy dissipation damping structure under earthquake action, the results show that viscous dampers can improve the seismic resistance capacity of structure, and if each layer is disposed damper seismic, that effect is the best.
出处
《价值工程》
2016年第11期232-233,共2页
Value Engineering
