摘要
通过对100mm厚预应力混凝土空心板进行结构性能试验,得出了相关结论,为该类板在具体工程应用选用时提供试验依据和技术参考。
Through testing the structural behaveior of some pre-stressed thin-hollow slabs with the width of lOOmm,the text educed some correlational conclusions, the test can offer the experimental gist and technical reference to the slab with width of lOOmm when it will be used in the engineering application.
出处
《中州大学学报》
2006年第1期111-114,共4页
Journal of Zhongzhou University
关键词
预应力空心薄板
结构性能
承载力
破坏形态
prestressed-concrete thin-hollow slab
structural behavior
ductility bearing capacity
breakage
