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钢结构在地震荷载作用下的大塑性交变应变测试方法研究

A STUDY OF METHOD MEASURE OF LARGE PLASTIC CYCLIC STRAIN OF STEEL STRUCTURES UNDER EARTHQUAKE LOADING

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【作者】 王永生

【Author】 wand Yongsheng (xi’an University of Architecture & Technology 710055)

【机构】 西安建筑科技大学!710055

【摘要】 针对钢结构在抗震性能试验中,测试大塑性交变应变时存在一些问题研制出了一种新型试件光栅-胶性超微粒光栅,使交变性大应变可用云纹法准确而方便的获得.通过实验验证,其应变测试范围为-40%-40%,并应用到工字型钢柱的抗震性能试验中去,获得了满意的结果.

【Abstract】 In this paper, problems exist in measure of largy plastic cyclic strain have analysed , in theearthquake resistant propertieS test of structures and have developed a new type specimen grating-gluey superpareicle grating The grating make moire was used to measurement of large cyclic strain with great ease Socpe measure of the Strain reached -40% - 40% has been proved by test. And also , the application of thespecimen brating in earthquake resistant properties test study of I-steel pillar, got a good resuit.

【基金】 高校青年科学基金
  • 【文献出处】 钢结构 ,STEEL CONSTRUCTION , 编辑部邮箱 ,1998年04期
  • 【分类号】TU393
  • 【下载频次】50
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