摘要
以骑骡沟大桥斜拉桥方案为背景,建立考虑材料非线性的纤维单元模型,对预应力混凝土主梁和钢筋混凝土主塔进行弹塑性地震响应分析和非线性抗震能力的评估,计算分析表明:考虑材料非线性后,主梁的面内、外弯矩以及主塔的轴力、面内、外弯距均有较大程度地降低,主梁纵向位移以及主塔的面内、外剪力均由不同程度的提高。
Taking the cable-stayed bridge scheme of Qilougou Bridge as the background, the nonlinear fiber element model considering material is set up to analyze the elastic-plastic earthquake response of the main prestressed concrete beam and the main steel reinforced concrete pylon, and to evaluate the nonlinear earthquake resistant capacity. The calculation analysis shows that the in-plane and external bending moment of the main beam and the axial force, in-plane and external bending moment of the main pylon reduce to greater extent, and the longitudinal displacement of the main beam and the in-plane and external shear of the main pylon enhance to different extents.
出处
《城市道桥与防洪》
2011年第11期41-48,149,共8页
Urban Roads Bridges & Flood Control
关键词
斜拉桥
地震响应
弹塑性
抗震性能
cable-stayed bridge, earthquake response, elastic-plastic, earthquake resistant performance
作者简介
奚灵智（1982-），男，浙江台州人，工程师，从事道路桥梁工程设计工作。
