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1)  bilinear hardening model
双折线硬化模型
1.
With tri linear softening model to pile side soil and bilinear hardening model to pile end soil, a set of analytical equations for variation of the axial force along depth and the pile top load settlement curve are established and influences of the pile side and pile end soil behaviour on the axial force and P 0 S 0 curve are discussed.
桩周土选用三折线软化模型 ,桩端土选用双折线硬化模型 ,在此基础上导出了桩身截面轴力随深度变化及桩顶荷载—沉降关系的解析算式 ,并由此分析了桩周土和桩底土性状对桩身截面轴力及 P0 - S0 关系曲线的影响。
2)  Double broken line model
双折线模型
3)  process-softing model combined with hyperbola and two lines
双曲线与双折线结合的加工软化模型
4)  tri linear softening model
三折线软化模型
1.
With tri linear softening model to pile side soil and bilinear hardening model to pile end soil, a set of analytical equations for variation of the axial force along depth and the pile top load settlement curve are established and influences of the pile side and pile end soil behaviour on the axial force and P 0 S 0 curve are discussed.
桩周土选用三折线软化模型 ,桩端土选用双折线硬化模型 ,在此基础上导出了桩身截面轴力随深度变化及桩顶荷载—沉降关系的解析算式 ,并由此分析了桩周土和桩底土性状对桩身截面轴力及 P0 - S0 关系曲线的影响。
5)  segmented line model
折线模型
1.
Then the fast algorithm for detecting candidate road boundaries based on the segmented line model is proposed.
首先分析了用于智能车辆视觉导航的红外道路图像的特点,并指出常用图像处理方法在检测红外道路边界时的缺陷;然后从图像灰度角度出发,提出了基于折线模型的候选道路边界线段快速提取方法,并采用关系稳定性规则对道路边界区域进行筛选和处理;同时利用多尺度形态学梯度进行道路边界区域提取;最后将上述基于灰度和梯度的两种边缘提取结果相互验证,得到可靠的道路边界描述。
6)  bilinear elastic-plastic model
双折线弹塑性滞回模型
1.
Based on elastic-plastic time-history earthquake analysis of the single degree of freedom (SDOF) system, the seismic-force-modification factor R of the bilinear elastic-plastic model was investigated for different site types, natural vibration periods, ductility, damping ratios and post-yield stiffness ratios.
对双折线弹塑性滞回模型的单自由度体系在地震作用下的响应进行了分析,得到了不同场地、结构自振周期、延性、阻尼比、后期刚度系数等参数组合下的结构影响系数R。
补充资料:肝硬化性肾小球硬化


肝硬化性肾小球硬化
hepatocirrhotic glomerulosclerosis

肝脏病时,肠道内抗原通过侧支循环进入体循环,激发抗体生成,导致免疫复合物性肾炎,最终形成肾小球硬化。多见于肝硬化期,临床表现以肝病表现为主,肾脏病表现为次。晚期可有肝肾衰竭。
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