Then, the rocking vibration analysis of elastic strip foundation resting on saturated grounds is investigated.
接下来本文进一步研究了饱和地基上条形弹性基础的摇摆振动问题。
The influence of over-consolidation ratio on the critical bearing capacity for strip foundation is less significant.
超固结比对条形地基临界荷载的影响较小。
The composite foundation with rigid-flexible piles under strip foundation is analyzed by FEM on the basis of field tests.
在现场试验基础上对条形基础下刚-柔性桩复合地基进行有限元模拟分析。
The rocking vibration analysis of rigid strip foundation resting on saturated soils is studied under conditions of plane strain.
本文在平面应变条件下研究了饱和地基上条形刚性基础的摇摆振动问题。
Raft foundation was adopted to solve this problem and notched beams were used to strengthen the old strip foundation under masonry wall.
选取筏板基础方案，采用缺口梁方法，可以解决石砌体墙下条形基础加固问题。
And the parameter indicated the flexibility of foundation is also adopted for flexible strip foundation on elastic soils with saturated substratum.
而对于上覆单相弹性饱和地基上弹性基础的竖向振动，则分析了弹性基础的弹性特性参数对竖向振动的影响。
Only when the void is located within this region, the bearing capacity and settlement of strip foundation vary considerably with the void location.
只有当空洞存在于这个影响极限范围之内时，空洞的存在才会显著地影响基础的承载力和沉降。
The building rests on a surrounding strip foundation, which has equally spaced vents to ensure that there is sufficient cross-ventilation beneath the building.
建筑建于周围的条形地基上，具有等距的通风口，以确保建筑有足够的空气对流。
Joint utilization of strip foundation under wall with static press pile is a kind of design and construction plan which can reduce man-hours and building costs.
墙下条形基础与静压桩基结合使用，对于弱地基上的多层混合结构建筑是一种既能缩短工期，又能降低造价的设计、施工方案。
Taking the optimized structural design in a complex building as an example, the article introduces the essentials in the cross strip foundation mass concrete construction.
文章以某综合楼的结构优化设计为例，主要介绍了柱下交叉条形基础大体积混凝土的施工要点。
The problem in the calculation of the vertical load on the upper surface of strip foundation of the load-bearing and non-load-bearing wall in the composite structure is pointed out.
指出了混合结构中承重墙与非承重墙基础顶面竖向荷载计算中存在的问题，分析了影响纵横墙协同工作状态的主要因素。
Prandtl-Vesic of ultimate bearing capacity of strip foundation belongs to the plane strain problems, which adopt step superposition method to obtain the formula of ultimate bearing capacity.
勃郎特-维西克研究的条形基础极限承载力属于平面应变问题，采用分步叠加法，求得地基极限承载力公式。
Taking a simplified foundation plane ast he example, this paper derives a recommended formula with less calculation errors, improving the method for calculating the width of strip foundation.
以一个简化的基础平面为例，导出计算误差较小的建议公式，以改进墙下条形基础宽度的计算方法。
The proposed model can lay down a theoretical foundation for controlling strip rolling-casting process.
通过该模型的研究，可为控制带钢铸轧过程打下理论基础。
This paper presents a finite strip method for analysis of elastic plate on Winkler's foundation and simply supported rectangular shallow spherical shells.
本文用有限条元法分析文克尔地基板与矩形底边简支球形扁壳问题。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
This paper proposes that the grillage beams on elastic foundation can be analysed by the discrete strip method.
本文提出了网格形弹性地基梁的条形离散解法。
Crown and flatness are the targets of shape control, also are the foundation of the setting and the adjusting of bending forces in hot strip mills.
凸度和平坦度是板形控制的目标，也是对热连轧机工作辊的弯辊力进行设定和调整的基础。
Crown and flatness are the targets of shape control, also are the foundation of the setting and the adjusting of bending forces in hot strip mills.
凸度和平坦度是板形控制的目标，也是对热连轧机工作辊的弯辊力进行设定和调整的基础。
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