钢筋混凝土结构的修复——实验结果与分析模型的结合

J. Pincheira, R. Jordan, M. Kreger, J. Jirsa
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引用次数: 0

摘要

自1981年以来,位于高地震危险区的非延性钢筋混凝土结构的修复研究一直在德克萨斯大学奥斯汀分校进行。本文介绍了一些研究钢筋混凝土非延性框架建筑修复和加固的实验项目的细节和结果。德克萨斯大学的研究人员已经将非延性元件和系统、改装构件、子组合和超组合的行为知识整合到非线性时程分析模型中。这些模型已被用于研究建筑物对各种强震记录的反应,并用实验室研究的技术进行改造。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Rehabilitation of Reinforced Concrete Structures--The Integration of Experimental Results and Analytical Models
Research on rehabilitation of non-ductile reinforced concrete structures located in zones of high seismic risk has been underway at The University of Texas at Austin since 1981. A sampling of details and results from selected experimental programs investigating repair and strengthening of reinforced concrete non-ductile frame buildings is presented. Researchers at The University of Texas have integrated knowledge about the behavior of non-ductile elements and systems, retrofitted members, subassemblages, and superassemblages into non-linear time-history analysis models. These models have been used to investigate the response of buildings, retrofitted with techniques studied in the laboratory, to a variety of strong-motion earthquake records.
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