摘要
本文提出了后张预应力在混凝土结构中产生的当量荷载的计算方法。推导了等代预应力对结构作用的等效荷载和当量荷载,揭示了等效荷载与当量荷载的区别与联系。对于沿连续布置预应力筋范围内构件截面有变化的结构,用当量荷载等代预应力效应,计算方法简捷,计算结果正确。
In this paper, a method for calculating the analogical loads, i. e. equivalent loads for equallysubstituting the effect of prestressing in members with varying sections, caused by post-tensioningis presented. Both the formulas for calculating analogical loads as well as equivalent loads caused bypost-tensioning are derived. Both the differences and relations between these two kinds of loads areelucidated. For structures with varying sections along the member within the region reinforcedwith a continuous prestressing tendon, and the effect of post-tensioning prestress on structures be-ing substituted equally by analogical loads, the suggested method will be simple and the results accurate.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1997年第5期2-11,共10页
Journal of Building Structures
关键词
当量荷载
等效荷载
预应力
混凝土结构
prestressed concrete, equivalent loads, analogical loads