1、

Discussions on Some Problems in the Design of Masonry Structures.

在周期荷载作用下砖砌体基本性能的试验研究.

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2、

Vertical elements carry sufficient load through cantilever action to produce cantilever deflections equal to arch deflections.

垂直杆件则借悬臂作用产生和拱挠度相等的悬臂挠度,来承担足够的荷载.

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3、

We can assume the load dispersion discontinuity lines.

我们可以假设荷载分布的突变线.

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4、

Bases which carry horizontal load, for example under arches, are usually called abutments.

承受水平荷载的底座, 例如拱底下的底座, 一般称为拱座.

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5、

Tests under a controlled test truck with HS 20 loading also confirmed the analytical model.

用有HS20荷载的控制试验货车的试验也确认了这一分析模式.

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6、

The whole concrete cross-section resists load.

整个混凝土截面承受荷载.

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7、

We note that the structure is symmetrical and that sways represent antisymmetrical loading.

注意结构是对称的,而节点线位移表示反对称荷载.

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8、

But the loading and support conditions are such that a solution is very difficult indeed.

但是荷载和支承条件使得求解实际上很困难.

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9、

The calculation of the collapse load involves trial and error.

毁坏荷载的求算属于试凑方法.

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10、

As the river flow is increasingly controlled, the silt load will be less important.

随着对河流的控制日趋完善, 则泥沙荷载就不那么重要了.

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11、

To each increment of load they respond with a definite change of stress and deformation.

对荷载的每个增量,应力的变形都有确定的变化.

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12、

These outside conditions include environmental temperature, voltage, tensile stress, and bending load.

这些外部环境因素包括:环境温度, 外加电压, 拉伸应力, 弯曲荷载.

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13、

The weight of the contents is transmitted by means of the floors to the beams.

楼面荷载通过楼板传递给梁.

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14、

We shall find this definition useful for the determination of the critical load.

采用这个定义,对确定临界荷载是有用处的.

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15、

A joint J is typical of those at which there is no external load.

节点J是无外荷载作用的典型节点.

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16、

Application of Load Transfer Method to Analysis of Group Piles

荷载传递法在群桩分析中的应用

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17、

The non-linear equations of strings under a concentrated load are derived.

建立了集中荷载作用下悬索的 非线性 方程.

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18、

At General Loads on a Geometrical Proof of the Principles of Minimum Potential Energy and Minimum Complementary Energy

一般荷载下最小势能原理和最小余能原理的图示证明法

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19、
20、

Because of the existence of prestress, the compressive region is enlarged and the primary bending stiffness is developed.

在正常使用状态下,由于预制断面上荷载预应力的存在,增大了断面的有效受压区面积,从而提高了叠合构件的初期抗弯刚度。

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