您要查找的是不是:
- Model Test for Through Truss Composite Beam with Simple Support 简支下承式桁梁结合梁的模型试验
- Progression Solutions to Temperature Effect of Through Truss Composite Beam 下承式桁梁结合梁温度效应的级数解
- Plate - truss compositing beam 板桁结合梁
- The Wuhu Changjiang Bridge is a railway highway combined bridge in which plate truss structure is first adopted in China. 芜湖长江大桥是国内首次采用板桁结构建造的一座公、铁两用桥梁。
- plate and truss composite bridges 板桁结合梁桥
- plate and truss composite structure 板桁组合结构
- Elastic analysis method of preflex composite beam proposed by Japanese was broken through. 该方法突破了日本学者提出的以弹性分析法为基础的预弯梁计算理论。
- FEA method for composite beam bridge is presented by an example of a preflex beam with variable cross-section. 采用了一个变截面预弯梁的例子详细介绍了用有限元计算组合结构桥梁的方法。
- The line object representing a composite beam should span from support to support. 代表复合梁的线性对象必须从一个支座跨越到另一个支座。
- The method simplifies the complex equation of the FRP-RC composite beam into a frequency equation. 它将FRP-RC梁无阻尼自由振动方程加以简化,转化为-频率方程。
- A FEA method for composite beam bridge is presented by an example of a preflex beam with variable cross-section. 采用了一个变截面预弯梁的例子详细介绍了用有限元计算组合结构桥梁的方法。
- According to the limitations of the traditional composite beam, a new type or beam named CFT-steel box composite beam was presented. 摘要针对传统组合梁受力性能的不足,提出一种钢管砼-钢箱组合梁形式。
- through steel truss composite bridge 下承式板桁桥
- More than ten preflex composite beam bridges were designed and analyzed with this method, and excellent results were obtained. 利用该方法已完成了十余座预弯组合梁桥的设计分析,取得了良好的计算结果。
- continuous truss composite bridge 连续钢桁结合梁桥
- The torsion stiffness change of composite beam during entire loading process was analyzed based on experimental and FE results. 根据实验以及有限元结果分析了组合梁在整个加载过程中扭转刚度的变化。
- The application of composite beam in bridge will improve the performance of the structure and will easily realize the long spans. 桥梁采用结合梁结构,可以提高结构的性能,并且容易实现大跨度。
- In addition, contrasted in the experimental foundation has analyzed presently about the composite beam hogging moment area crack width formula. 此外,在试验的基础上,对比分析了现行关于组合梁负弯矩区裂缝宽度的计算公式。
- Design of Simply-Supported Composite Beams with Large Web Penetrations. 腹板开洞简支混合梁设计
- Based on the analysis model and methods mentioned above, a computing program for ULCC analysis of cable-stayed bridges with plate-truss composite beam is developed. 基于上述分析模型和方法,编制了板析结合主梁斜拉桥极限承载力分析的计算程序,用中铁(武汉)大桥局芜湖长江低塔板析结合主梁斜拉桥的全桥模型试验结果和经典算例的计算结果,验证了本文力学模型、分析方法和计算程序的正确性。