摘要
连续刚构桥是山岭重丘区的一种常见桥梁形式,但目前对其抗震性能研究尚少。以某三跨连续刚构桥为例,首先采用ANSYS有限元软件建立桥梁三维实体计算模型,其次分析该连续刚构桥在模拟震动条件下其主跨跨中、墩梁固结处的位移以及加速度响应,基于此分析该连续刚构桥在模拟震动条件下全桥最大的位移响应与内力响应。研究结果表明:连续刚构桥在地震波的影响下,墩梁固结处内力响应较其他位置响应最为明显;就地震波对连续刚构桥影响程度而言,纵桥向地震波影响程度大于竖桥向及横桥向地震波;在连续刚构桥设计施工过程中,建议严格控制墩梁固结处材料选用及施工质量控制,保证桥梁在震动情况下仍处安全状态。
Combined with a three span continuous rigid frame bridge as an example, this paper firstly used the finite element software ANSYS to establish three dimensional entity calculation model of bridge, then analyzed its midspan of main span, displacement of pier beam consolidation and acceleration response under the condition of simulated vibration. Based on this, it also analyzed the maximum displacement response and internal force response of the continuous rigid frame bridge under the condition of the simulated vibration.
出处
《山西交通科技》
2014年第1期66-68,共3页
Shanxi Science & Technology of Transportation
关键词
连续刚构桥
地震响应
有限元分析
三维模型
continuous rigid frame bridge
seismic response
finite element analysis
three dimensional model
