1·With greater width, the stiffening plate on a large span steel bridge is usually of the orthotropic type.
大跨度钢桥加劲板件由于板件幅面较大，一般采用正交异性加劲板件。
2·The test results from the standard circles with different radii and the industrious application of the stiffening plate of Santana's front longeron were presented.
给出了以不同半径的标准圆进行测试的结果和以桑塔纳轿车前纵梁加强板为例进行的工业应用。
3·Analyzed the structure characteristics and forming process of the stiffening plate of front-carling. According to the spring-back problem, proposed the rectification method.
分析了前纵梁后加强板的结构特点和成形工艺，针对回弹问题，提出了整改方法。
4·For further optimization design, the influences of weld length, stiffening rib and diaphragm plate for the web stresses distribution are studied and compared.
研究焊缝长度、加劲肋和横隔板等对腹板应力的影响，探讨锚固区设计的进一步优化。
5·The height of the rigid crossbeam (8) is arranged above the top part of the side stiffening rib plate (2).
刚性横梁(8)的高度在侧边加劲肋板(2)顶部之上。