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It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.

主要适用于钢筋混凝土受弯和大偏心受压构件的加固。

It was presented an experimental research on 18 reinforced concrete columns strengthened by circular steel jacketing subjected to eccentric loading.

对18根圆形钢套管加固混凝土柱进行偏心受压试验,研究该构件在不同偏心率和初始受力情况下的力学性能。

It was presented an experimental research on 18 reinforced concrete columns strengthened by circular steel jacketing subjected to eccentric loading. It was studied that the mechanical properties of the specimens under different eccentricities and initial eccentric loadings.

对18根圆形钢套管加固混凝土柱进行偏心受压试验,研究该构件在不同偏心率和初始受力情况下的力学性能。

Unlike the lamellated variety, the Merkel cell- neurite complex signals only the sustained depression of the skin.

与薄层受器不同的是,梅克尔氏细胞与神经纤维的复合体只传送皮肤持续受压的讯号。

Any of various fungi of the genus Lycoperdon and related genera, having a ball-shaped fruiting body that when pressed or struck releases the enclosed spores in puffs of dust.

松勃菌任一种松勃菌属及相关属类的任几种真菌,有受压或受挤后以粉雾状释放内部孢子的球形子突体

Through analyzing cold-formed thin-walled C steel column by chosen section with different height and edge condition, we prove the element Shelll8l is appropriate to simulate monosymmetrical members.

通过对选定截面冷弯薄壁C型钢轴心受压柱的在不同柱高与边界条件下的有限元模拟分析,证实运用壳单元Shell181分析单轴对称构件的受力特性是合适的。

The microfracturing process of Jinping marble specimen in Sichuan province under uniaxial compression is recorded by using the testing scheme. Quantitatively investigated the propagation and coalescent of cracks at meso-scale with digital technology, the basic geometric information of rock microcracks such as area, angle, length, width, perimeter, are obtained from binary images after segmentation. The failure mechanism of specimen under uniaxial compression with the quantitative information is studied from macro/micro scopic perspective. The result shows that during the damage of the specimen the distribution of microcracks in the whole specimen are still subjected to exponential distribution with some microcracks concentrated in certain regions.

应用于四川锦屏大理岩预制裂纹试样中进行单轴压缩破坏全程的数字化试验,对微裂纹的萌生、生长及贯通过程进行数字化定量分析,得到试样在受荷过程中微裂纹的面积、方位角、长度、宽度和周长基本几何数据,从宏细观角度描述了岩石试样单轴压缩过程中的破坏机制,并分析得出试样单轴受压破坏过程中虽然微裂纹在某些区域集中,但在整个试样中微裂纹的统计分布依然是服从某一指数分布的这一结论。

The major concentsare summarized as follows: 1.Experimental research on the GFRP Tubed short reinforced concrete columns underaxially loaded are carried out to investigate the mechanical properties of working feature, theeffect of GFRP tube confining,ductility of the specimens.The effects of concrete strength,loading condition,ratio of longitudinal reinforcement and ratio of stirrups are researched.

完成了以下工作: 1、通过GFRP套管钢筋混凝土组合短柱的轴心受压试验,研究其工作机理、破坏形态、GFRP管对混凝土的约束效果、延性,试验研究了影响这种组合短柱轴压力学性能的部分因素,包括混凝土强度,GFRP管不同的受力方式,纵筋配筋率,体积配箍率等。

Some conclusions are drawn from the calculating results: when buried pipes cross fault, pipe's embedded depth should be shallow, and big pipe diameter and thick wall should be selected. Avoid the site where fault moves severe, and select suitable pipe-fault angle. Bigger pipe-soil friction coefficient is helpful for buried pipe crossing fault. Under dynamic loading, buried pipe would first damaged in compressive region of bilateral fault, so special treatment should be done to pipe in bilateral fault region.

依据计算结果分析了各因素对地下管道破坏的影响,并得出几点结论:管土摩擦系数较大情况下,管道破坏较轻;地下管道在穿越断层时,管道宜浅埋,并选取大管径、壁厚的管道;应尽量避开断层错动较大的位置,并选取合适的管道穿越断层角度;在受动荷载作用时,管道在断层两侧受压区先破坏,故在断层两侧要进行特殊处理进行防护。

The methods of plane arrangement and checking of bowl-button steel scaffold were demonstrated in detail based on the engineering construction of cast-in-place Continuous beam in Houyan Cross-bridge of Shenda Highway. In addition, the methods of communicating the length of U-tray and adjusting the gradient have been given. It is pointed out that original pod can adjust the greater longitudinal or tranverse grade in the box-girder construction and welding-steel-bar can reduce partial compression.

通过后盐立交桥连续箱梁施工这一工程实例,详细论述了碗扣式钢管脚支架的平面布置方法及受力验算方法,提出了碗扣式钢管脚支架的U托旋出长度的计算方法及纵横坡的调整方法,并指出采用找零立杆的方法可以解决较大纵横坡度箱梁的施工问题;采用贴焊钢筋的方法可以解决U托偏心受压的间题。

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