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预应力混凝土结构的当量荷载计算 被引量:21

Calculation of Analogical Loads for Prestressed Concrete Structures
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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.
作者 杨建明
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
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参考文献3

  • 1杨建明,东南大学学报,1991年,3期
  • 2杨建明,建筑结构学报,1989年,3期
  • 3陈永春,建筑结构学报,1988年,2期

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