材料
Online ISSN : 1880-7488
Print ISSN : 0514-5163
ISSN-L : 0514-5163
RC正方形断面柱の2軸曲げ動的耐力と変形性状に関する基礎的研究
平澤 征夫加納 昌男藤城 正裕
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1996 年 45 巻 4 号 p. 423-429

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The objective of this paper is to evaluate the dynamic strength of model columns under biaxial bending. Dynamic and static tests were conducted on reinforced concrete square columns. Dynamic tests were carried out by shaking table test method and static tests were carried out by actuater test method under repeated loading with the same maximum displacement corresponding to each dynamic test. From the test results, the ratio of dynamic maximum strength to static strength at strain rate of 0.1/sec is about 1.12-1.17. It is shown that the proposed analytical method is applicable to estimating dynamic maximum strength of columns by using the enhanced stress-strain curves.
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