首页> 外文会议>World conference on earthquake engineering;WCEE >RESEARCH AND DEVELOPMENT OF THREE-DIMENSIONALMEASUREMENT METHOD FOR DYNAMIC DISPLACEMENT INSHAKE TABLE TESTS APPLYING IMAGE PROCESSING TECHNIQUE
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RESEARCH AND DEVELOPMENT OF THREE-DIMENSIONALMEASUREMENT METHOD FOR DYNAMIC DISPLACEMENT INSHAKE TABLE TESTS APPLYING IMAGE PROCESSING TECHNIQUE

机译:图像处理技术动态位移接触台试验三维测量方法的研究与开发

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摘要

National Research Institute for Earth Science and Disaster Prevention in Japan has been constructed alarge three-dimensional shake table test facility in Kobe prefecture, Japan since 1995. In this shake table,it is purpose to do research a fracturing process of various architectural, civil or mechanical structure byshaking a real scale structural model in three-dimension. Current measurement systems with a contact,however, are not suitable for the measurement such fracturing tests because the test model will be shakenwith large deformation and flexible behavior. Therefore, a new measurement system, which can measure athree-dimensional large deformation without any contact, has been desired. This study has been doingresearch and development of new three-dimensional measurement method using an image processingtechnique to measure the dynamic displacement in shake table test. This measurement system is a veryconvenient system because it can measure the three-dimensional dynamic displacement in shake table testin which the several makers are only attached to the surface of an experimental structure. The systemtherefore is the most suitable measurement system for an evaluation of complex three-dimensionalbehavior of experimental model. Fundamental hardware and software for the measurement system hasbeen constructed until now. The fundamental dynamic measurement accuracy and effectiveness of themeasurement system has been also confirmed from several shake table tests. This paper describes thesynthetic performance of the proposed measurement system, and also the measurement performance inactual fracturing test using the full scale wooden house model which is the second-storey house of aJapanese conventional model.
机译:自1995年以来,日本国立地球科学与防灾研究院已在日本神户县建立了大型三维振动台测试设施。该振动台旨在研究各种建筑,民用或民用建筑的破裂过程。通过在三维上摇动真实规模的结构模型来获得机械结构。然而,当前的带有接触的测量系统不适合用于诸如破裂测试的测量,因为该测试模型将以大的变形和灵活的行为而振动。因此,需要一种可以在没有任何接触的情况下测量三维大变形的新型测量系统。这项研究一直在研究和开发一种新的三维测量方法,该方法使用图像处理技术来测量振动台测试中的动态位移。该测量系统是非常方便的系统,因为它可以在摇动台测试中测量三维动态位移,而在摇动测试中,几个制造商仅附着在实验结构的表面上。因此,该系统是用于评估实验模型的复杂三维行为的最合适的测量系统。到目前为止,已经构建了用于测量系统的基本硬件和软件。测量系统的基本动态测量精度和有效性也已通过几次振动台测试得到证实。本文描述了所提出的测量系统的综合性能,并使用日本传统模型的第二层全尺寸木房子模型对测量性能进行了实际的压裂测试。

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  • 会议地点 Vancouver(CA);Vancouver(CA)
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    Tokyo Denki University Tokyo JAPAN Email:sfujita@cck.dendai.ac.jp;

    Tokyo Metropolitan College of Technology Tokyo JAPAN Email:furuya@tokyo-tmct.ac.jp;

    Tokyo Denki University Chiba JAPAN Email:yniitsu@cck.dendai.ac.jp;

    National Research Institute for Disaster Prevention Research Division Ibaraki JAPAN Email:miko@bousai.go.jp;

    Graduate School of Tokyo Denki University Tokyo JAPAN;

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