摘要
结合地震动的频谱特性,研究了钢管混凝土拱桥受近断层地震动作用的评价指标。根据长周期、大跨拱桥结构易受地震低频分量和时域能量脉冲破坏作用的特点,提出了利用二进正交小波分解地震信号,并综合考虑各小波分量峰值对结构的作用影响,得到可以用来评价近断层地震动对所研究拱桥结构破坏作用的指标,体现了基于性能的结构抗震设计思想。
Assessment indicator of the near-fault ground motions on CFST arch bridge was studied.According to the fact that long-span arch bridge was liable to be destroyed by the seismic low-frequency impulse,decomposition of seismic signal by dyadic orthogonal wavelet transform was proposed;the influence of wavelet component peak values on structure was taken into account;assessment indicator of seismic action was proposed;performance-based seismic design was shown.
出处
《重庆交通大学学报(自然科学版)》
CAS
北大核心
2011年第2期190-195,共6页
Journal of Chongqing Jiaotong University(Natural Science)
基金
中央高校基本科研业务费专项资金项目(SWJTU10ZT01)
关键词
钢管混凝土拱桥
近断层地震动
地震作用
评价指标
CFST arch bridge
near-fault ground motion
seismic action
assessment indicator