摘要
以某条输煤廊道为例,使用PKPM软件按不同建模方式进行设计,并对计算所得的楼层受剪承载力结果进行了分析比较,以验证程序在计算楼层受剪承载力时的不足之处。
Taking some coal conveying passage as the example,the paper adopts PKPM software to undertake the design with different model es-tablishment approaches,and analyzes and compares the floor shearing loading capacity from the calculation,so as to prove the shortages of the program to calculate the shearing loading capacity.
出处
《山西建筑》
2015年第11期31-32,共2页
Shanxi Architecture
关键词
规则性判断
抗震
设计
楼层承载力
regular judgment
anti-seismic
design
floor loading capacity