地面运动参数对长度斜率大,半径小的曲梁桥的地震反应的影响
Shenchun Qian1, Tao Cheng1, Lei Mao2
1Anhui Road & Bridge Engineering Co., Ltd., Hefei, Anhui.
PloS one
|August 7, 2024
概括
对曲梁桥的地震分析显示,扭曲振动是显著的. 不利的地震波角度,垂直地面运动和软土壤地点放大了这些复杂结构的地震反应.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 地震工程的工程是地震工程.
背景情况:
- 形桥梁在地震事件中表现出复杂的机械行为.
- 了解地震参数对形梁桥的影响对于安全至关重要.
研究的目的:
- 为了研究地震波发生角度,垂直地面运动和地点类别对大斜坡小半径弧形钢箱梁桥 (LSCGB) 的地震反应的影响.
- 确定影响LSCGBs结构完整性的关键地震参数.
主要方法:
- 在一个案例研究LSCGB.上进行了非线性时间史分析.
- 地震参数包括波浪发生角度,垂直地面运动和地点类别系统地变化.
主要成果:
- LSCGB的前10个模式显示出显著的扭动振动和分散模式,表明更高模式的重要性.
- 最关键的地震波发生角度被发现是45°60°逆时针方向.
- 垂直地震强度的增加和土壤地块的软化导致了地震反应的增强,特别是移位,软地块将基本周期延长了约18.23%.
结论:
- 该研究强调了LSCGBs中较高振动模式的显著贡献.
- 垂直地面运动和现场土壤状况是必须在LSCGB的地震响应分析中考虑的关键因素.
- 形桥梁的最佳地震设计策略应该考虑这些已识别的参数.
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