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七层KP_1型烧结页岩粉煤灰多孔砖房屋非线性地震响应分析 被引量:1

Analyses on Nonlinear Seismic Behavior of a Seven-story KP_1 Burned Shale-Farinose Coal Porous Brick Building
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摘要 根据墙片抗震试验结果,运用非线性时程分析程序对一栋七层的烧结页岩粉煤灰多孔砖房屋进行了计算.计算结果表明该种砌体房屋具有良好的抗震性能. As one of the main new type materials for wall reform, KP1 burned shale- farinose coal porous brick has many merits, such as saving soil and energy and making a profitable effect. However, present research on its seismic behavior is quite limited which retards its generalization and application. In order to offer reference to building design, according to results of seismic experiment, this paper uses a nonlinear time-history analysis program calculating a seven-story KP1 burned shale-farinose coal porous brick building. The result indicates a good seismic behavior of this kind of building.
作者 湛华 梁建国
出处 《湖南城建高等专科学校学报》 2001年第3期13-15,共3页 Journal of Hunan Urban Construction College
关键词 烧结页岩 粉煤灰多孔砖 抗震性能 非线性时程分析 房屋 KP1 burned shale-farinose coal porous brick seismic behavior nonlinear time-history analysis
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参考文献2

  • 1朱伯龙 吴明舜.砖混结构房屋的非线性地震反应[J].同济大学学报,1979,(5).
  • 2林家浩 等.串联多自由度体系弹塑性地震反应分析[J].大连工学院学报,1979,.

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