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Preliminary Report on Seismic Testing of a Full-Scale Six-Story Steel Building

机译:全尺寸六层钢结构房屋抗震试验初报

摘要

A full-scale six-story steel building was constructed and tested as part of theU.S./Japan Cooperative Earthquake Research Program Utilizing Large Size Testing Facilities.The program was jointly funded by the Ministry of Construction of Japan and the UnitedStates National Science Foundation. The overall objective of the program is to improveseismic safety in practice and to determine the relationships among full-scale tests,small-scale tests, component tests and analytical studies.The full-scale building was 15m square in plan and measured 22.38m from the testfloor to the top of the roof girders. It was tested as a concentric braced frame;repaired and tested as an eccentric braced frame; tested as a moment frame; and finally,tested with cladding and other nonstructural elements installed. The tests were conductedusing the pseudodynamic testing technique which simulated actual seismic loadings. Thispreliminary report describes the full-scale building and the testing program and presentspreliminary results and conclusions.
机译:作为日本/日本合作地震研究计划的一部分,利用大型测试设施建造并测试了一座完整的六层钢结构,该计划由日本建设部和美国国家科学基金会共同资助。该计划的总体目标是在实践中提高地震安全性,并确定全面测试,小型测试,组件测试和分析研究之间的关系。完整建筑的平面图为15m平方,距离基准点22.38m。测试楼到屋顶大梁的顶部。它被测试为同心支撑框架;已修复并被测试为偏心支撑框架;作为瞬间框架进行测试;最后,对安装的覆层和其他非结构性元件进行了测试。使用模拟实际地震荷载的拟动力测试技术进行了测试。这份初步报告描述了全面的建设和测试程序,并提出了初步的结果和结论。

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  • 作者单位
  • 年度 1986
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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