摘要
简单介绍了中山一桥的特点 ,并建立了空间杆系和空间板壳有限元模型 ,对其静力、动力、稳定性能进行了详细分析 。
The paper briefly introduces the characteristics of No.1 Zhongshan Bridge and establishes the finite element model of space member system and space slab shelled finite element model. At the same time, it analyzes in details the static, dynamic and stable performance so as to provide the strong theoretical basis for the design.
出处
《城市道桥与防洪》
2004年第3期37-40,共4页
Urban Roads Bridges & Flood Control
