期刊文献+

装配式钢筋再生混凝土框架结构超强能力研究

Study on super-strength capacity of fabricated reinforced recycled concrete frame structure
下载PDF
导出
摘要 装配式钢筋再生混凝土结构是再生混凝土应用于装配式建筑中的一种新型建筑结构体系,对结构进行抗震性能评估是结构安全分析的核心内容。为进一步评估装配式钢筋再生混凝土结构的抗震性能,文章采用Pushover分析方法,建立了基于结构整体超强系数概念的结构抗震性能评估方法,深度研究分析装配式钢筋再生混凝土结构安全储备能力。算例表明:结构在四级设防水准下全过程的抗震行为表现良好,满足装配式钢筋再生混凝土框架结构“小震不坏,中震可修,大震不倒”的抗震设防目标要求。 Fabricated reinforced recycled concrete structure is a new type of building structure system in which recycled concrete is applied to prefabricated buildings.It is the core content of structural safety analysis to evaluate the seismic performance of the structure.In order to further evaluate the seismic performance of fabricated reinforced recycled concrete structures,this paper uses Pushover to establish a structural seismic performance evaluation depth study based on the concept of overall super-strength coefficient of the structure.Safety reserve capacity of fabricated reinforced recycled concrete structures The example shows that the whole seismic behavior of the structure is good under the four-level fortification level.The seismic fortification target requirement of prefabricated reinforced recycled concrete frame structure is“not bad in small earthquakes,repairable in medium earthquakes and not collapsed in large earthquakes”.
作者 王召猛 魏永才 刘文锋 WANG Zhaomeng;WEI Yongcai;LIU Wenfeng(JZFZ Architectural Design Shares Limited Jinan Branch,,Jinan 250014,Shandong,China;School of Civil Engineering,Qingdao Technological University,Qingdao266033,Shandong,China)
出处 《工程建设》 2024年第8期26-32,共7页 Engineering Construction
关键词 装配式钢筋再生混凝土框架结构 PUSHOVER分析 结构整体超强系数 fabricated reinforced recycled concrete frame structure pushover analysis overall super strength coefficient of structure
  • 相关文献

参考文献9

二级参考文献77

  • 1杨海萍,李光辉.基于单自由度的单层厂房抗爆墙设计[J].产业与科技论坛,2010,9(11):83-85. 被引量:1
  • 2姜锐.SAP2000n在静力弹塑性分析中的应用[J].郑州大学学报(工学版),2004,25(4):20-23. 被引量:21
  • 3肖建庄,李佳彬,孙振平,郝眩明.再生混凝土的抗压强度研究[J].同济大学学报(自然科学版),2004,32(12):1558-1561. 被引量:303
  • 4李云霞,李秋义,赵铁军.再生骨料与再生混凝土的研究进展[J].青岛理工大学学报,2005,26(5):16-19. 被引量:57
  • 5过镇海.混凝土的强度和变形:试验基础与本构关系[M].北京:清华大学出版社,1999.
  • 6YipWK, KongFK, ChanKS, Lim MK. A statistical mode of microcracking of concrete under uniaxial compression [J]. Theo and Appl Frac Mech, 1995, (2) : 17-27.
  • 7Lin Y H, Tyan Y Y, Chang T P. An assessment of optimal mixture for concrete made with recycled concrete aggregates [J]. Cem. Concr. Res., 2004,34 (8) : 1373-1380.
  • 8Nixon P J. Recycled concrete as an aggregate for concrete a review[J]. Mater. Struct. , 1978, 65 (11):371- 378.
  • 9Hansen T C. Recycling of Demolished Concrete and Masonry [M]. London:E&FN SPON, 1992.
  • 10Topcu I B. Using waste concrete as aggregate [J]. Cern. Concr. Res. , 1995,25(7) :1385-1390.

共引文献421

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部