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2011年08 期
| 标题 |
| 基于ANSYS运用反谱分析法分析土质深基坑边坡抗震性能(51 卷) |
| 英文标题 |
| Application of reciprocal spectrum analytical method to analysis seismic performance of slope in deep foundation pit based on ANSYS software |
| 摘要 |
| 本文以大型通用有限元软件ANSYS为平台，模拟了某地下停车场基坑垂直边坡在地震作用下的状态，采用现代岩体力学模型把喷锚支护与土体视为一体进行研究，加载弹簧单元模拟锚杆受力，反应谱分析法模拟地震波，得出结论是，最大变形处是坡顶，最大第一主应力处是坡底。原则上任何 |
| 作者 |
| 新闻作者:刘淑茹，张 惠 |
| 关键字 |
