Bearing capacity of rectangular footings on inhomogeneous foundation under combined loading;
复合加载情况下非均匀地基上矩形基础承载力研究
Approximate upper-bound solution for bearing capacity of rectangular footings near excavations;
最后将计算结果与已有文献资料进行了分析比较,并以地面水平时矩形基础地基承载力系数为基准,得到临近基坑矩形浅基础地基承载力减损因数上界估算值。
This paper presents a computing method for fast calculating rectangular foundations with weak underlying stratum.
给出了具有软弱下卧层矩形基础的一种快速计算方法，推导出计算公式，编制了相应的计算程序，用该程序可快速计算出既经济又安全的基底尺寸。
Basing upon the previously indicated pressure design date of bed-plate of a two-way eccentricly compressed rectangular foundation along with its actual condition;and without any help of table and diagram,this direct culculation method can tell its bed-plate dimension instantly.
采用直接计算法可根据预先指定的偏心受压矩形基础的底面压力设计值和已知条件 ,不查任何图表可一次计算出偏心受压矩形基础的底面尺寸。
Approximate formulas for horizontal, vertical, rocking and torsion impedance functionsof rigid rectangular foundations on the surface of elastic half-space are developed in this paper.
给出了弹性半空间表面刚性矩形基础水平、竖向、摇摆和扭转方向阻抗函数一种近似公式。
The bearing capacity shape factors of rectangular footings were calculated and the shape effect was investigated with 3D numerical analyses.
通过对矩形基础地基承载力的三维数值模拟,分析了基础形状对承载力的影响,并计算了矩形基础承载力形状系数。
To accurately evaluate the ultimate bearing capacity of rectangular footings on inhomogeneous soil under combined loading is very important in engineering.
复合加载情况下,精确求解非均质地基上矩形基础的极限承载力以及评价影响极限承载力的相关因素,具有很强的工程实用与理论参考价值。
Perfect elastoplasticity analysis of load-carrying behavior of deeply embedded rectangular rigid foundations;
深置矩形刚性基础承载特性的理想弹塑性分析
3D Numerical Analysis of Bearing Capacity Shape Factors for Rectangular Footings
矩形基础承载力形状系数三维数值模拟
Ultimate Bearing Capacity of Rectangular Footings on Inhomogeneous Soil Under Combined Loading
复合加载下非均质地基上矩形基础的极限承载力
Isolated columns or stanchions are normally supported on square concrete foundation bases.
独立柱通常支撑在矩形的钢筋混凝土基础上。
THE NONLINEAR VIBRATION OF RECTANGULAR CABLE NET USING CARBON FIBER CABLES UNDER FOUNDATION DISPLACEMENT EXCITATION
基础位移激励下碳纤维矩形索网的非线性振动
STATE OF ART IN RESEARCH ON RECTANGULAR CLOSED DIAPHRAGM WALL AS BRIDGE FOUNDATION
矩形闭合墙桥梁基础研究现状及发展趋势
Nonlinear Vibration of a Rectangular Plate Subject to Basement Rotation and Harmonic Excitation;
基础定轴转动与简谐激励下矩形板的非线性振动
The elementary exposure pattern of a variable rectangular electron beamexposure machine is a rectangle.
可变矩形电子束曝光机的基本曝光图形是矩形。
First, the distance transformation is performed. Then the initial path is obtained by computing the eigenvalues and eigenvectors of the Hessian matrix.
在距离变换的基础上,先利用Hessian矩阵的几何意义找出中心线的大致形状作为初始路径;
The Fundamental Study on the Ultrasonic Motor with Large Torque and High Precision;
大力矩高精度超声波电机的基础研究
An Improved Robust Method of M-Estimators
一种改进的M-Estimators基础矩阵鲁棒估计法
The Design and Pattern Selection Study of Box Foundation and Mat Foundation;
箱形基础与筏形基础设计和选型研究
The Bar foundation Design of Rcinforced ConCrete──Foundation design of pole foundation complex bases
钢筋砼条形基础──桩基复合基础的设计
Basic characteristics of torsional fluctuating wind force on rectangular super-tall buildings
矩形截面超高层建筑风致脉动扭矩的基本特征
Having the shape of a rectangle.
矩形的具有矩形形状的
Based on this method, Matrix variation basis of the algorithm is forther discussed for voiding useless operations of zero elements multiplication.
在此基础上，探讨了避免矩阵中零元素相乘的无效操作，莫定了该算法的矩阵变换基础。
Basic Theoretical Research of Matrix Converter Embedding Boost Circuit (BoostMC);
嵌入Boost电路的矩阵变换器（BoostMC）基础理论研究
Fundamental Matrix Calculation and Its Application for Stereo Disparity Estimation;
基础矩阵计算及其在立体视差估计中的应用
Performance Comparison and Analysis of Fundamental Matrix Estimating Methods for Computer Vision Applications
视觉基础矩阵估计方法的性能比较与分析