本文主要讨论了地震水平作用和结构基底剪力计算之间的吻合问题。
This paper mainly discusses the concidental problem between the effect of horizonal movement caused by earthquake and the calculation of basic structural shear.
本文以一幢十二层框架—剪力墙结构作为研究对象，探讨采用基底隔震技术后的减震效果及其地震反应的特点。
In this paper, the seismic reduction effectiveness and earthquake response of building with a twelve stories frame-shear wall structure adopting base seismic isolation is studied.
对结构模型的滞回曲线、位移反应、基底剪力反应规律的试验结果进行了分析比较。
Test results of law of hysteresis loop, displacement response and base shear response of the model are analyzed and the analyzing results are compared with result.
二阶效应增大了结构的顶点位移最大值和层间位移角最大值，减小了结构的基底剪力最大值。
The second order effects enlarge the requirement of top displacement and story drift and diminish that of base shear.
分析表明，在绝大多数情况下，框架结构国标地震基底剪力大于UBC计算值，最后给出了结果对比表以方便工程应用。
The analysis shows, the PRC code give greater base shear than UBC in most cases. A comparison table is given for engineering application.
分析表明，在绝大多数情况下，框架结构国标地震基底剪力大于UBC计算值，最后给出了结果对比表以方便工程应用。
The analysis shows, the PRC code give greater base shear than UBC in most cases. A comparison table is given for engineering application.
应用推荐