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预应力混凝土结构的当量荷载计算
引用本文:杨建明.预应力混凝土结构的当量荷载计算[J].建筑结构学报,1997,18(5):2-11.
作者姓名:杨建明
作者单位:福建省建筑设计研究院厦门分院!厦门,361009
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。

关 键 词:当量荷载  等效荷载  预应力混凝土  
收稿时间:1997-10-05
修稿时间:1997-10-05

Calculation of Analogical Loads for Prestressed Concrete Structures
Yang Jianming.Calculation of Analogical Loads for Prestressed Concrete Structures[J].Journal of Building Structures,1997,18(5):2-11.
Authors:Yang Jianming
Affiliation:Xiamen Branch of Fujian Building Design Institute
Abstract: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.
Keywords:prestressed concrete  equivalent loads  analogical loads
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