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高烈度地震区桥墩加固方案的选择
On Schemes of Strengthening Bridge Piers in Strong Earthquake-hit Areas
【摘要】 以反应谱分析为例,推导了桥墩地震力与刚度的关系,并绘制地震力—刚度关系曲线图,证明在地震作用下,桥墩地震力会随其刚度的增大而激增。以某大桥为实例,针对桥墩缺陷位置提出了2种加固设计方案,分别计算2方案的地震响应和墩身、桩基的内力变化,指出了增加桥墩刚度对桩基的不利影响,提出高烈度地震区桥墩加固应优选不改变结构刚度的加固方案。
【Abstract】 Taking response spectrum analysis as an example,this paper deduces the relationship between the seismic forces and rigidity on piers,and draws a seismic force-rigidity curve graph,aiming to prove that seismic force on piers increases sharply as the rigidity increases when earthquake happens.Taking a bridge with defects on its piers as a case,it proposes two strengthening design schemes,and then calculates the inner force variation of seismic response and piers & pile foundation respectively.It proves that the increasing rigidity of piers has adverse effects on the pile foundation and a scheme with no change of rigidity should be chosen in strong earthquake-hit areas.
【Key words】 earthquake-hit areas; piers strengthening; rigidity; response spectrum; natural vibration period;
- 【文献出处】 昆明冶金高等专科学校学报 ,Journal of Kunming Metallurgy College , 编辑部邮箱 ,2013年03期
- 【分类号】U445.72
- 【下载频次】37