摘要
本文通过试验研究，探讨了带楼梯框架弹性层的刚度问题，建立了计算模型，计算值与实测值符合得较好。
In this paper,the problem of elastic floor rigidity of the frame with staircase has been discussed through experimental study,and the computing model has been established. The computing results agree well with the test results.
出处
《世界地震工程》
CSCD
1996年第2期29-32,共4页
World Earthquake Engineering
基金
河北省自然科学基金
