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灾害性荷载作用下桥梁结构安全性能研究

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为探究桥梁在灾害性荷载作用下产生的安全风险,通过建立结构有限元分析模型,研究桥梁在灾害性荷载作用下的结构行为变化,桥梁的抗风稳定性评估通过验算主梁断面的颤振临界风速来完成.根据提供的主梁、主塔断面形式,验算荷载作用下桥梁的动力稳定性,避免结构在灾害性荷载作用下产生发散性振动而破坏.三维模型仿真结果均满足相应规范的位移控制要求,整体风险可控.
RESEARCH ON THE SAFETY PERFORMANCE OF BRIDGE STRUCTURE UNDER THE EFFECT OF DISASTER LOAD
In order to explore the safety risks of the bridge under the action of disaster loads,by establishing a structured finite element analysis model,the structural behavior changes of the bridge under the action of disaster loads,and the wind stability assessment of the bridge passes the tremor of the lord's beam.Critical wind speed is completed.According to the disconnection of the main beams and main tower provided,the power stability of the bridge is used under the effect of calculating loads to avoid the structure of divergent vibration under the action of disaster loads and destruction.The results of the three-dimensional model simulation can be seen that the results meet the corresponding standards of displacement control requirements.It is believed that the overall risk is controllable.

bridge safetydisaster loadfinite element analysisstability assessmentsafety risk

涂彪、刘轶伟

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中建二局第三建筑工程有限公司,100070,北京

武汉理工大学航运学院,430063,武汉

桥梁安全 灾害性荷载 有限元分析 稳定性评估 安全风险

2023

建筑技术
北京建工集团有限责任公司

建筑技术

影响因子:1.262
ISSN:1000-4726
年,卷(期):2023.54(24)
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