吉林大学学报(工学版) ›› 2018, Vol. 48 ›› Issue (6): 1725-1734.doi: 10.13229/j.cnki.jdxbgxb20171090
HUI Ying-xin1,2(),MAO Ming-jie1,LIU Hai-feng1,ZHANG Shang-rong1
摘要:
以一座跨走滑断层连续梁桥为研究对象,利用混合模拟法合成该桥地面运动时程曲线,采用非一致激励时程法对其地震响应进行计算,并以断层穿越位置、穿越角度、墩高布置为分析参数,研究了上述参数对跨断层桥梁地震响应的影响。结果表明:①断层穿越位置、穿越角度、墩高布置方式对跨断层桥梁的地震响应具有显著影响,设计时应对此予以考虑。随着断层位置由桥梁中跨向边跨移动,其最不利地震响应呈增大趋势,结构受力偏向不利;当断层垂直穿过桥梁时,结构地震响应值相对较小,且分布合理性、经济性最优;跨断层桥梁横向最大弯矩需求并不一定发生在最高墩,而通常发生在断层同侧两个桥墩中的较高桥墩。②跨断层效应对桥梁结构的地震响应特征及规律影响显著,应对其进行针对性抗震设计。本文研究成果可为该类桥梁的抗震设计和桥位布置提供参考和依据。
中图分类号:
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