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首页> 外文会议>NATO Science for Peace Workshop on Seismic Assessment and Rehabilitation of Existing Buildings; 20030513-20030514; Lzmir; TR >STRUCTURAL BEHAVIOUR OF ORDINARY RC BARE AND BRITTLE PARTITIONED FRAMES WITH AND WITHOUT LAP SPLICE DEFICIENCY
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STRUCTURAL BEHAVIOUR OF ORDINARY RC BARE AND BRITTLE PARTITIONED FRAMES WITH AND WITHOUT LAP SPLICE DEFICIENCY

机译：带有和不带有膝部缺陷的普通RC裸件和脆性隔板的结构行为

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摘要

In the framework of an experimental program supported by a NATO project, it is aimed to examine the performance of a new strengthening technique for existing buildings using FRP sheets. For this purpose, three preliminary 1/2 scale tests were carried out in Istanbul Technical University. Since lap splicing deficiency in columns has been selected as one of the major factors causing early collapse of buildings, two similar sets of one bay-two story specimens have been fabricated with and without lap splicing deficiency. The early results achieved at the end of tests, and the theoretical predictions are presented in this paper.
机译：在一个由北约项目支持的实验计划的框架内，旨在检查使用玻璃钢片材对现有建筑物进行加固的新技术的性能。为此，在伊斯坦布尔技术大学进行了三个初步的1/2比例测试。由于列中的搭接拼接缺陷已被选为导致建筑物早期倒塌的主要因素之一，因此，在有和没有搭接拼接缺陷的情况下，已经制造出两套相似的一湾两层标本。本文介绍了在测试结束时获得的早期结果以及理论预测。

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