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首页> 外文会议>International Structural Engineering and Construction Conference(ISEC-03); 20050920-23; Shunan(JP) >Experimental analysis of the biaxialy bended slender Reinforced Concrete columns
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Experimental analysis of the biaxialy bended slender Reinforced Concrete columns

机译：双轴弯曲细长钢筋混凝土柱的试验分析

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摘要

In this paper are shown some of the experimental results on ultimate capacity of slender RC columns. This paper analyzes the problem regarding reinforced concrete slender columns that are eccentrically stressed in regards to two main central inertia axis with a rectangular cross section. The end of 1999, at the laboratories of Faculty of Civil Engineering, University of Montenegro, Podgorica, has completed experimental research presented here. A short revue of available results from three series of columns (30 models), which were investigated with short-term and long-term load, is presented. On the bases of measured results the behavior of biaxial bending columns were described, with the review of characterized diagram in regards to some influential parameters. At the same time the phenomenon in the process of experimental research were described which are, according to author's opinion, earned the attention an which are related to the studied field in this paper. This result can be useful for comparison with the results of other authors investigating or evaluating current regulation in this field, or for new design methods.
机译：本文显示了有关细长RC柱极限承载力的一些实验结果。本文分析了关于钢筋混凝土细长柱的问题，该细长柱在两个主要的中心惯性轴（具有矩形横截面）方面受到偏心应力作用。 1999年底，黑山大学波德戈里察大学土木工程学院的实验室完成了此处介绍的实验研究。本文简要介绍了三个系列的色谱柱（30个模型）的可用结果，并在短期和长期荷载下进行了研究。根据测量结果描述了双轴弯曲柱的性能，并回顾了一些影响参数的特征图。同时描述了实验研究过程中的现象，据作者认为引起了人们的关注，并与本文的研究领域有关。该结果可用于与其他研究或评估该领域当前法规的作者的结果进行比较，或用于新的设计方法。

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