该方程与相关文献中推导和引用的曲梁微分物理方程（基本假定相同）结论不同。
The equation is different from other conclusions inferring and quoting curved beam differential physical equation(with same fundamental assumptions) in the correlative literatures.
并根据有关文献给出的试验数据，对试验梁的疲劳可靠度进行了估算，计算结果表明所推荐的计算方法有一定的参考价值。
On the basis of test data from some references, it estimates the fracture reliability of the tested beam, the result indicates that the recommended calculation method is sort of valuable to reference.
上海浦东文献中心主楼钢结构工程为箱形梁斜拉悬挑结构，设计新颖独特。
With box beams and diagonal-tensile suspended structure, the steel structure of the main building of the center is a new and unique design that has thick structural plates and heavy components.
应用推荐