首页 | 本学科首页   官方微博 | 高级检索  
     

预应力高强混凝土管桩(PHC)抗震性能的探讨
引用本文:杜福生.预应力高强混凝土管桩(PHC)抗震性能的探讨[J].福建建筑,2009(3):57-58.
作者姓名:杜福生
作者单位:泉州市丰泽区建设工程质量监督站,362000
摘    要:基于对桩基的地震震害破坏特点的分析,指出在地震作用下,桩身破坏截面承受与弯矩同量级的剪力值;总结目前预应力高强混凝土管桩(PHC)设计规范、施工阶段存在的问题,指出其在地震作用下存在抗剪承载力不足的安全隐患。在总结国内外有关PHC桩身地震作用下的抗剪设计计算方法的研究的基础上,指出进一步研究的问题和方向。

关 键 词:PHC管桩  地震  抗剪设计

Discussion on the seismic behavior of prestressed high strength concrete piles(PHC)
Du Fusheng.Discussion on the seismic behavior of prestressed high strength concrete piles(PHC)[J].Fujian Architecture & Construction,2009(3):57-58.
Authors:Du Fusheng
Affiliation:Fengze Quality Supervision Station;Quanzhou 362000
Abstract:According to the analysis of destruction of piles under earthquake,it shows that the shear stress has nearly the same order of magnitude compared with the bending moment in the destroy section in piles under seismic load;the existing problems about the process of the design and construction of PHC is summarized,while the possibility of insecurity in shearing capability under seismic load is pointed out.Based on the research carried out by the professors both at home and aboard,some recommendations for futur...
Keywords:PHC piles earthquake shear design  
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号