1) Winkler foundation
Winkler地基
1.
Dynamic analysis of transversely isotropic shallow spherical shells of Winkler foundation subjected to impact force;
冲击荷载作用下Winkler地基上横观各向同性浅球壳的动力分析
2.
Analysis of elastic plate resting on Winkler foundation subjected to moving load by isoparametric element method;
移动荷载作用下Winkler地基板的等参元分析
3.
Application of Green quasifunction method in vibration of simply-supported thin polygonic plates on Winkler foundation;
准格林函数方法在Winkler地基上简支多边形薄板振动问题中的应用
2) plate on Winkler foundation
Winkler地基板
3) Winkler foundation beam
Winkler地基梁
1.
Being simplified as Winkler foundation beam with different local void amount and end supported conditions, approach slab under moving vehicle loading is comprehensively analyzed,the maximum moment influence lines for concrete slab with typical size are presented, and a series of nomograms also provided for the design purpose.
将桥头间搭板简化为具有局部脱空的 Winkler地基梁 ,针对不同的端部支承条件 ,对它在移动车辆荷载作用下的受力状况进行了全面分析 ,绘制了几种典型搭板的最大弯矩影响线图 ,给出了可用于搭板设计的诺模图。
2.
Then,the influences of foundation supporting stiffness and moving loads speed on the Winkler foundation beam vibration were studied in detail.
从Winkler地基梁振动微分方程出发,推导了临界速度的表达式,对移动力群作用下Winkler地基梁变形特征进行了分析,在此基础上,重点研究了基础支承刚度、运行速度对Winkler地基梁振动的影响关系。
4) 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。
5) 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。
6) Winkler subgrade parameter
Winkler地基参数
1.
Based on Bayesian theory, dynamic Bayesian identification method of Winkler subgrade parameter is put forward.
基于Bayes理论,提出了Winkler地基参数的动态识别方法。
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