1) Winkler model
Winkler模型
1.
Review of dynamic Winkler model applied in pile-soil interaction analyses;
桩土相互作用分析中的动力Winkler模型研究评述
2.
According to the characteristics of anti-sliding piles setup in the soil slope, Winkler model and Euler-Bernoulli beam theory, the deflection expression of the piles was deduced and it was sorted out as a function of "Cubic parabolic".
根据土体中抗滑桩的受力特性,利用Winkler模型和欧拉-伯努利理论,推导出了对抗滑桩的挠度表达式,并整理成“三次曲线”函数式。
3.
Tri-parameters elastic foundation beam model has been modified from Winkler model.
三参数弹性地基梁模型是在Winkler模型基础上的改进。
2) Winkler foundation model
Winkler地基模型
1.
The paper introduces three foundation models and their advantages and disadvantages,carries out some calculation methods for elastic foundation beam based on Winkler foundation model and Boussinesq foundation model,and points out the importance of calculation method and theoretics analysis on elastic foundation beam.
介绍了三种地基模型及其优缺点,并给出了基于Winkler地基模型和Boussinesq地基模型弹性地基梁的一些计算方法,指出弹性地基梁的理论分析和计算方法的重要性。
2.
The Winkler foundation model is most widely used in the construction.
Winkler地基模型是目前工程界应用最广的一种地基模型,但对其关键参数--基床系数k的确定,许多文献的表述并不一致。
3.
Firstly,the mode of shear displacement of pile-soil load transfer regular was introduced,and the basic equation of bolt load transfer was built by combining axial Winkler foundation model.
首先引入桩土荷载传递规律的剪切位移模式,结合轴向Winkler地基模型,建立了锚杆荷载传递基本方程,利用单元体平衡和锚杆、土体变形协调及边界条件,推导出锚杆抗拔荷载与位移关系的解析解,从而导出锚杆临界锚固长度的计算公式;然后,对影响锚杆临界锚固长度的主要因素进行了分析,得出一些定性的结论;最后,以某高层建筑深基坑支护工程中的锚杆为计算实例进行了分析。
3) winkler model
Winkler地基模型
1.
In the second stage,composing the soil movement to the pile,the settlement governing equilibrium equation of single pile was built up based on Winkler model.
第一阶段采用Loganathan解析解估算隧道开挖引起的土体自由位移场,第二阶段首先基于Winkler地基模型,将自由土体位移施加于桩体并建立单桩位移控制方程,然后应用剪切位移法,考虑被动群桩的桩–桩相互影响,计算被动群桩的遮拦效应,最后得到隧道开挖对被动群桩的影响。
2.
Based on a two-stage method,nonlinear analysis with a Winkler model was adopted to study the effect of pile-soil interaction,combined with finite difference method in the case of multi-layered soils.
基于两阶段分析方法,考虑土体的非线性,采用Winkler地基模型模拟被动单桩桩土之间的相互作用,运用有限差分法进行求解以考虑地基土的分层特性,并基于简化Mindlin方程考虑群桩的桩–桩相互影响,计算被动群桩的遮拦效应,从而得到开挖条件下被动群桩水平反应的简化分析方法。
4) dynamic WINKLER foundation model
动力WINKLER地基模型
1.
Based on the beam dynamic differential equation and dynamic WINKLER foundation model, the simplified computation of group pile dynamic interaction factor with axial load under lateral load is analyzed followed with former work in this paper.
在前人工作的基础上,考虑水平荷载作用下桩受轴向力作用,采用动力WINKLER地基模型,利用梁的动力微分方程,求解桩间动力相互作用因子的简化计算方法。
5) Winkler foundation beam model
Winkler地基梁模型
1.
The effect of the formation collapse on the safety of the buried pipeline is studied respectively by using the Winkler foundation beam model and the ideal elastic-plastic foundation beam model.
已有文献都是基于Winkler地基梁模型来研究塌陷以及悬空等对管道安全的影响,还没有采用其他力学分析模型的报道。
6) column element with shear-typed elastic subgrade
Winkler弹性地基巨型梁单元
补充资料：Winkler gasifier
分子式：
CAS号：
性质：以德国人温克勒命名的一种煤气化炉型。特点是用高活性的煤(如褐煤)为原料，用氧和蒸汽为气化剂，以沸腾床方式进行气化。操作压力为常压至1.2MPa；气化温度(在煤灰熔点以下)为900～1000℃。
CAS号：
性质：以德国人温克勒命名的一种煤气化炉型。特点是用高活性的煤(如褐煤)为原料，用氧和蒸汽为气化剂，以沸腾床方式进行气化。操作压力为常压至1.2MPa；气化温度(在煤灰熔点以下)为900～1000℃。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条