1) forward-tilted scoop failure pattern
前倾勺形破坏模式
2) backward-tilted scoop failure pattern
后仰勺形破坏模式
3) failure model
变形破坏模式
1.
This paper presents the failure model of some diagonal slope with the interlayered silt mudstone,argillaceous sandstone and carbon shale by analysing the slope deformation character.
通过对边坡变形特征的分析,研究了由粉砂质泥岩、泥质粉砂岩、炭质页岩互层组成的斜向坡高边坡的变形破坏模式,基于模式分析提出了有针对性的治理措施。
4) damage form
破坏形式
1.
Re-research on single-direction compression experiment and damage forms of cast iron;
铸铁单向压缩试验和破坏形式的再研究
2.
Through arranging the experimental data,the sample crack divergence situation and damage form were analyzed,it concluded that the damage form of the frame wall structure filled with masonry mainly represented flexible failure in small punch ration and shear-bending failure in large punch ration.
为了探讨填充墙钢筋混凝土框架结构的力学性能,对三个三层单跨试件进行了试验研究,通过对试验数据的整理,分析了试件裂缝开展情况及其破坏形式,得出填充墙框架结构的破坏形式主要表现为开洞率小时的弯曲破坏和开洞率大时的剪弯破坏。
5) failure mode
破坏形式
1.
Taking Geiger domes and Levy domes as examples,the failure mode of these two types of domes subject to different load cases are investigated and their behavi.
目前,国内外对索穹顶结构的初始预应力分布、结构静动力性能等进行了比较全面的研究,但是一般以索单元的松弛和破断作为结构失效的标准,有关该类结构的破坏形式以及部分索松弛或破断后的受力性能研究却很少涉及。
2.
According to the failure modes of ecological protection of expansive soil slope in some expressways,the treatment method to all kinds of failure slopes is presented,based on analysis of three failure models of ecological slope.
根据武汉绕城高速公路膨胀土边坡生态防护失稳破坏现象,在分析生态边坡3种滑动破坏类型的基础上,分别对各种滑动破坏形式,采用了简便易行、安全可靠的加固处理措施。
3.
From the test results,categories and reasons of cracks and failure modes caused by them are presented by analysis.
通过对这些试验的综合分析,给出了出现裂缝的主要种类、成因及由此造成的破坏形式。
6) failure modes
破坏形式
1.
The stability of density flexural stiffness,ultimate shear load,and failure modes were analyzed.
为研究碳纤维含量对混杂纤维树脂基复合材料梁性能的影响,进行了4组14根3种不同碳纤维含量的混杂纤维树脂基复合材料HFRP(hybrid fiber reinforced plastic)梁的对比试验,分析了梁的制备工艺稳定性、抗弯刚度提高程度、腹板剪切极限承载力和受弯构件的可能破坏形式。
2.
This paper summarizes the researches advance briefly,emphasizes on the experimental researches on failure modes and strength models of the flexural strengthening and of RC beams and put forward some prospects.
简单介绍了表面嵌贴FRP加固技术的发展,并介绍了该技术在钢筋混凝土梁抗弯加固方面的破坏形式的试验研究与承载力计算的理论,并且提出了一些展望。
3.
This paper gives a brief exposition of the research advance on this new technology, with emphasizing on the failure modes and strength models of FRP-strengthened flexural RC members including flexural strengthening of beams, shear strengthening of beams and flexural strengthen.
简要论述了这一新技术的研究进展,着重论述受弯构件加固后的破坏形式和承载力计算方法,包括梁的抗弯加固、梁的抗剪加固和板的抗弯加固等,供实际工程应用参考。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条