摘要
阐述了预应力空心板楼面的静荷原位试验方法，并将试验中所测得的挠度值与采用线弹性方法计算的该楼面在静荷作用下的挠度值进行了比较和分析．结果表明原位试验方法可信度高，具有工程实际意义．
The testing method of the prestreed hollow plate floor is presented in this article. The displacement componts measured in the test and calculated under the pressure on the floor with the linear elasticity method are compared and analyzed. It is explained that the test is reliable and has practical importance.
出处
《中南工业大学学报》
CSCD
北大核心
1999年第3期238-240,共3页
Journal of Central South University of Technology(Natural Science)
基金
国家自然科学基金
