筒体-环形组合建筑结构基础隔震措施效果研究
作者:
作者单位:

1.济宁市安全生产技术服务中心;2.济南职业学院;3.山东建筑大学

作者简介:

通讯作者:

基金项目:

国家自然科学基金面上项目(51679092)


Study on the base isolation effects of tubular-annular composite building structure
Author:
Affiliation:

1.Service Center of Safety Production Technology of Jining;2.JInan vocational college;3.Shandong Jianzhu University

Fund Project:

General project of National Natural Science Foundation of China (51679092)

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
    摘要:

    AP1000核电筒体-环形组合厂房作为筒体-环形组合建筑结构的典型代表,其场址可能面临近场地震动作用并可能选择在非基岩场地下建设。本文考虑硬土地基和水平位移限制器对结构的双重影响,针对厂房底板基础隔震措施在近场地震动作用下的效果问题,根据ATC-63选取15组远场地震动和14组近场地震动,以材料应变作为损伤指标,对比研究有无减震装置核电筒体-环形组合厂房的地震损伤,论证了该建筑结构基础隔震措施在近场和远场地震下的不同作用效果。结果表明,近场地震动作用下,所设计的该筒体-环形组合厂房基础隔震措施对于轻微损伤、中度损伤和重度损伤具有一定的隔震效果,不过小于远场地震动,对于倒塌损伤,有减震装置结构发生倒塌损伤的概率要比无减震装置情况还要大,但仍有足够的损伤安全裕度,因此其具有在非基岩场地下建立的可行性。

    Abstract:

    It is possible for nuclear power plant located in near fault zone with the development of nuclear power plant construction. In this paper, 15 sets of far-field earthquakes ground records and 14 sets of near-field earthquake ground records are selected in terms of ATC-63 and the seismic fragility curves of isolated and non-isolated AP1000 nuclear plant shield building in terms of different performance indices are compared based on IDA and MSA methods. The effect of base isolation effect and the degree of aseismic safety margin coefficient improvement are evaluated. The results show that, base isolation of AP1000 nuclear island can play an effective role in reducing the slight damage, medium damage and severe damage probability of nuclear shield building subjected to near-field earthquake. The base isolation would deteriorate the collapse damage as the collapse probability of shield building with base isolation greater than without base isolation but there is still sufficient damage safety margin, so it is feasible to establish it in non bedrock field.

    参考文献
    相似文献
    引证文献
引用本文
分享
文章指标
  • 点击次数:
  • 下载次数:
历史
  • 收稿日期:2021-11-26
  • 最后修改日期:2022-11-16
  • 录用日期:2023-01-16
  • 在线发布日期: 2023-03-10
地质灾害机理与防治新技术”专栏征稿通知
关闭