On the basis of error analysis of finite element modeling, the multi-level model updating is put forward for long-span Bridges.
在有限元模型误差来源分析的基础上，提出了大跨桥梁结构模型误差的分层次修正方法。
They use physical testing, mathematical modeling, and computer simulation to check the stability of skyscrapers, Bridges, stadiums, and other large construction projects before they are built.
建造大厦、桥梁、体育场以及其他大型的建筑之前他们会采用物理检测法、数学建模以及计算机模拟系统来检测其稳固性。
Thc display of modeling objects, texture, plants, roads and Bridges on the terrain surface is effected.
并在地表实现地物造型、纹理、植被及道路、桥梁的显示。
The shortcomings of the traditional modeling methods, the equivalent load method and the load balance method, in external pre-stressed concrete bridges were analyzed.
阐述了体外预应力结构的概念与特性，分析了传统体外预应力混凝土梁桥建模方法——等效荷载法和荷载平衡法的缺点。
The shortcomings of the traditional modeling methods, the equivalent load method and the load balance method, in external pre-stressed concrete bridges were analyzed.
阐述了体外预应力结构的概念与特性，分析了传统体外预应力混凝土梁桥建模方法——等效荷载法和荷载平衡法的缺点。
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