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近断层地震动合成方法及其对超大跨斜拉桥地震响应影响
  • ISSN号:1001-7372
  • 期刊名称:《中国公路学报》
  • 时间:0
  • 分类:U448.27[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
  • 作者机构:[1]东南大学混凝土及预应力混凝土结构教育部重点实验室,江苏南京210096, [2]上海市政工程设计研究总院(集团)有限公司,上海200082
  • 相关基金:国家自然科学基金项目(51378110); 江苏省“六大人才高峰”项目(JZ-007); 东南大学优秀博士学位论文培育基金项目(YBJJ1611); 江苏省研究生科研创新计划项目(KYLX15_0086)
中文摘要:

为研究具有破裂前方效应和滑冲效应的2类脉冲型地震动对超大跨斜拉桥不利响应的影响,提出近断层脉冲型地震动合成的"分解-叠加"新方法,从频谱特性及结构地震响应两方面对该方法的有效性进行了验证。以苏通长江公路大桥为研究对象,分析了脉冲周期、脉冲速度峰值、脉冲数等参数对超大跨斜拉桥地震响应的影响规律。结果表明:近断层地震动高频成分对结构的响应不容忽视,"分解-叠加"法能够反映近断层地震动高频成分及低频脉冲成分对结构响应的贡献;具有滑冲效应的低峰值脉冲可激起主塔的高阶阵型,破裂前方效应地震动主要激起主塔的基本振型;当破裂前方效应和滑冲效应复合作用且两者同时达到脉冲峰值时,结构地震响应最为显著;脉冲速度峰值对斜拉桥主塔内力和位移等响应影响显著;不同脉冲周期的地震动作用下,滑冲效应引起斜拉桥地震响应明显高于破裂前方效应;脉冲个数为奇数的地震动较偶数的地震动对结构响应影响更为显著。

英文摘要:

In order to investigate the seismic response of a super-span cable-stayed bridge subjected to 2 types of pulse-type ground motions with forward-directivity effect and fling-step effect, the new method, namely "decomposition-incorporation method" was proposed and its validity was verified by the spectrum characteristics and the structural seismic responses. Taking Sutong Bridge as an example, the influences of parameters including the pulse duration, pluse peak velocity and numbers of pulse on the seismic response of super-span cable-stayed bridge were investigated. The results show that the high frequency components of near-fault ground motions have a significant effect on the response of structure and the proposed method is capable of representing the effects of the high frequency components and low frequency pulse components in near-fault ground motions on structural seismic response. Low-peak pulse records with fling-step effects can excite the main towers primarily in their high mode, while ground motions with forward directivity effects can excite their fundamental mode of main towers. The seismic response of the structure is significant when the forward-directivity effect and fling-step effect are combined to reach the peak value at the same time. The pulse peak velocity has significant effect on the responses of main tower's stress and displacement of cable-stayed bridges. Records with fling-step effects under different pulse durations impose a larger response to the bridge compared to records with forward-directivity effects. The influences of ground motions with odd-numbered pulse-type wave peak on seismic response are more significant than that with even-numbered pulse-type wave peak.

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期刊信息
  • 《中国公路学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国科学技术协会
  • 主办单位:中国公路学会
  • 主编:马建
  • 地址:西安市南二环路中段长安大学内
  • 邮编:710064
  • 邮箱:zgglxb@qq.com
  • 电话:029-82334387
  • 国际标准刊号:ISSN:1001-7372
  • 国内统一刊号:ISSN:61-1313/U
  • 邮发代号:52-194
  • 获奖情况:
  • 中国期刊方阵“双效”期刊
  • 国内外数据库收录:
  • 俄罗斯文摘杂志,美国化学文摘(网络版),波兰哥白尼索引,荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:25267