助手标题
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
共[7]条 当前为第1条到7条
 

相关语句
未完全匹配句对
    Practical Stability for a Class of Symmetrical Composite System
    一类非线性相似组合系统的实际稳定
    The analysis result shows that the stability factor of the bridge deceased significantly when the nonlinear behavior of material is considered.
    通过该桥的几何与材料非线性有限元分析,比较精确地求得了该桥实际的稳定系数,结果显示基于几何和材料非线性下的稳定系数要比线弹性分析和几何非线性分析结果有较大下降。
    The analysis result shows that the stability factor of the bridge deceased significantly when the nonlinear behavior of material is considered.
    通过该桥的线弹性、几何与材料非线性有限元分析,结果显示基于几何和材料非线性下的稳定系数要比线弹性分析和几何非线性分析结果有较大下降。 同时也说明通过几何-材料非线性比较精确地求得了该桥实际的稳定系数。
    As a result, SMR is 5-10 point lower than that of actual stability.
    但由于未考虑坡高等因素,SMR评分值较边坡实际稳定状况低5~10个分值。
    The analysis result shows that the stability factor of the bridge deceased significantly when the nonlinear be havior of material is considered. Stability coefficient of large span CFST arch bridge is less than that of considering the geometrical nonlinearity .
    通过对该桥线弹性、几何与材料非线性有限元分析,结果显示基于几何和材料非线性下的稳定安全系数比线弹性分析和几何非线性分析结果有较大下降,这也说明通过几何-材料非线性分析能比较精确的确定该桥的实际的稳定安全系数。
    On the basis of analysing the factors which affected stability of the reservoir bank, the main affective factors were turned into indexes and the stable degree were divided into four classes: stable, basically stable, inferior stable and unstable, Then using the methor of fuzzy mathematics, the author synthetically judged the stability of the reservoir bank, result of which, agreed well with the practial condition.
    本文在分析库岸稳定性影响因素的基础上,将主要因素转化为量化指标,把库岸稳定程度划分为稳定、基本稳定、次不稳定和不稳定四个级别,采用模糊数学综合评判的方法,对库岸的稳定性进行评判,其结果较好地反映了库岸的实际稳定情况。
    Analyzes the advantages of wedge concrete protection slab, and integral restraint considered, this paper gives mechanical analysis to the loss stability ways of wedge concrete slab under overflow, and puts forword the stability thickness calculation formulas which accord with project practice.
    分析了砼楔形护板的优点,并考虑在整体约束的情况下,对处于过水运行状态的砼楔形板的失稳方式进行了力学分析,提出了符合工程实际的稳定厚度计算公式
 

首页上一页1下一页尾页 

 
CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社