摘要
以具体工程为例,结合近年来对大开间密肋楼盖的研究成果,对大跨度异形密肋楼盖有限元计算结果进行了分析对比,探讨了此种结构用于实际工程的一些设计问题,包括楼盖结构形式、构件尺寸及间距等方面内容,以指导实践。
Taking the specific engineering as the case,combining with research achievements on large-bay ribbed slab floors in recent years,it analyzes and compares the finite element calculation results of large-span ribbed slab floors with abnormal shape,explores its design issues when the structure is applied in actual engineering including floors structure form,components size and intervals and other contents,so as to guide practice.
出处
《山西建筑》
2011年第20期44-46,共3页
Shanxi Architecture
关键词
密肋楼盖
大跨度
异形板
设计方法
ribbed slab floors
large-span
abnormal-shape plate
design methods
