SRC建物の建物性能曲線による地震損傷評価

DOI Web Site Web Site 被引用文献5件 参考文献9件
  • 李 立岗
    名古屋大学大学院環境学研究科　博士後期課程
  • 中村 聡宏
    名古屋大学大学院環境学研究科　助教・博士(工学)
  • 鹿嶋 俊英
    独立行政法人建築研究所　主任研究員・博士(工学)
  • 勅使川原 正臣
    名古屋大学大学院環境学研究科　教授・工博，独立行政法人建築研究所　客員研究員

書誌事項

タイトル別名
  • EARTHQUAKE DAMAGE EVALUATION OF AN 8-STORY STEEL-REINFORCED CONCRETE BUILDING USING <i>S<sub>a</sub></i>-<i>S<sub>d</sub></i> CURVES
  • EARTHQUAKE DAMAGE EVALUATION OF AN 8-STORY STEEL-REINFORCED CONCRETE BUILDING USING Sa-Sd CURVES

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A seismic performance curve shows the relationship between the representative displacement (Sd) and the equivalent base shear force coefficient (Sa) of a structure. The seismic capacity of a building can be assessed in a straightforward manner using a simple Sa-Sd performance skeleton curve. In this study, earthquake response records were used to obtain Sa-Sdcurves for a steel-reinforced concrete (SRC) building and assess the changes in the seismic performance of the building that occur during an earthquake. This paper compares the seismic performance curves of an 8-story SRC building for 27 strong earthquakes that occurred in Japan between 1998 and 2012. The results demonstrate the practicability of using Sa-Sd curves to evaluate the damage to real buildings using data collected during strong earthquakes.

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