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力性能

网络Strength properties

力性能

力性能

力性能

Strength properties

d)石材?力性能(Strength properties)??。
e)檫窗五金。

2

So there are great difference between behavior of overlap tubular K-joints and that of gap tubular K-joints .

平面 K 型搭接节点的受力性能与 K 型间隙节点有较大区别。

3

The pile group is able to increase the stress performance of piles due to tunnel construction obviously .

群桩可以显著提高隧道施工过程中桩体的受力性能。

4

The static behavior of the new design was shown to be completely satisfactory by subsequent tests on a model thus modified .

以后进行的这样修改后的模型试验表明，新设计结构的静力性能是很好的。

5

6

It's very necessary to launch the research on mechanical performance of steel tubular towers to throw light on practical construction .

所以，研究钢管塔的受力性能用以指导工程实践是具有重要意义的。

7

This paper investigates behaviors of the restrained column under axial load in fire through using a calibrated finite element method model .

利用经过试验验证的有限元模型对轴力作用下约束钢柱火灾下的受力性能进行了参数分析。

8

The result shows that the arch axis formulated by the model can approximate the appropriate one well and improve stress of the arch rib .

计算结果表明通过该模型配置的拱轴线可以较好地逼近合理拱轴线，从而改善了该拱肋的受力性能。

11

After optimization design , economic solution and mechanical solution all can be improved .

结果表明，采用新型结构优化后经济性能和受力性能均得到提高。

12

As a result, the mechanical performance of the joints can be estimated, the reinforcing and improving measurements can be proposed.

得到其应力分布特点，找出控制应力区域，评价节点的受力性能，提出加强和改进措施；

13

Two new slabs were proposed according to the optimization results , and its mechanical performance and cost-effectiveness were analyzed .

根据优化结果提出两种新型转换板，并对其受力性能和和经济效益进行分析研究。

14

Because of the size effect of concrete structure , the mechanical behavior of concrete scale model and full-scale model is not the same .

由于混凝土结构存在尺寸效应，混凝土缩尺模型与足尺模型的受力性能不尽一致。

15

To investigate the mechanical behaviors of FRP tube filled with high-strength concrete subjected to axial loading is convenient for use.

目的研究 FRP 管高强混凝土轴压柱的受力性能，以利于实际工程的设计。

17

Secondly , I compared the behavior of Concrete-Filled Steel Tubular column with the inner-ring plate and column without the inner-plate.

其次，比较了有内环板和无内环板钢管混凝土柱的受力性能；

18

Static characteristics of different structural conditions were studied .

研究了不同结构条件下的静力性能。

19

The text researches the force performance of the hollow slab in considering the composite effect of the deck pavement layer.

本文主要研究考虑桥面铺装叠合效应对空心板桥受力性能的影响。

22

The high-shrink force properties of the film allow the film to shrink properly around narrow -neck containers .

高收缩力性能的薄膜使薄膜收缩周围适当缩小颈部容器。

23

Study on the structural behavior of anchorage zone of cable-stayed bridge has attracted much attention in bridge circles .

因此，斜拉桥索塔锚固区节段受力性能分析的探讨一直以来受到桥梁界的瞩目。

27

Its mechanical performance is important for bearing capacity of the bridge .

其受力性能对全桥的承载能力至关重要。

28

An 8 storey frame was taken for the example , and the influence on the behaviors of the stiffness degradation was studied.

以 8 层框架为例，探讨了抗侧刚度退化对结构受力性能的影响。

29

The utility model has the advantages of stable performance of the elastic restoring force, and low cost .

本实用新型具有弹性回复力性能稳定、成本低的优点。

30

Therefore , when designing the transfer-floor, we should know its transferring way of force , carrying capacity and relevant transformation .

为此，在设计时必须了解这种结构的传力方式、受力性能和相关变形情况。

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