混合结构超高层建筑竖向变形差影响因素及对策的研究Research on the Influential Factors and Engineering Measures of Vertical Differential Shortening in Super High-Rise Hybrid Structures
于佳;刘汉进;王胜;
摘要(Abstract)：
分析了混合结构超高层建筑竖向变形差的影响因素,阐述了各影响因素包括徐变、收缩、温差效应和弹性压缩的作用机理并给出了其变形计算公式,从设计和施工两方面提出了减小竖向变形差的工程对策,可供工程设计和施工参考.
关键词(KeyWords)： 混合结构;超高层;竖向变形差;影响因素;工程对策
基金项目(Foundation):
作者(Author): 于佳;刘汉进;王胜;
Email:
DOI:
参考文献(References)：
- [1]本格尼.S.塔拉纳特.高层建筑钢-混凝土组合结构设计[M].罗福午,方鄂华,王娴明,等,译.北京:中国建筑工业出版社,1999.Bungale S Taranath.Steel Concrete&Composite Design of Tall Buildings[M].Translator:LUO Fu-wu,FANG E-hua,WANG Xian-ming,et al.Beijing:China Architecture&Building Press,1999.
- [2]邓志恒,秦荣.考虑施工过程收缩徐变对高层建筑结构影响理论分析[J].哈尔滨建筑大学学报,2002,35(5):28-31.DENG Zhi-heng,QI N Rong.Influence of Shrinkage and Creep on High-Rise Building in Construction Process[J].Journa1 of HarbinUniversity of C E&Architecture,2002,35(5):28-31.
- [3]周绪红,黄湘湘,王毅红,等.钢框架-钢筋混凝土核心筒体系竖向变形差异补偿对结构性能的影响[J].土木工程学报,2006,39(4):16-19.ZHOU Xu-hong,HUANG Xiang-xiang,WANG Yi-hong,et al.Influence of the Vertical Deformation Compensation of Corewall Sys-tems on the Characteristics of Seel Frame-Reinforced Concrete Structures[J].China Civil Engineering Journal,2006,39(4):16-19.
- [4]汪建民.超高层建筑竖向变形的简略估算[J].建筑结构学报,1992,13(4):61-66.WANGJian-min.Calculation of Vertical Deformation for Super High-Rise Buildings[J].Journal of Building Structures,1992,13(4):61-66.
- [5]过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2005:58-59.GUO Zhen-hai,SHI Xu-dong.Reinforced Concrete Theory and Analyse[M].Beijing:Tsing Hua University Press,2005:58-59.
- [6]惠荣炎,黄国兴,易冰岩.混凝土徐变[M].北京:中国铁道出版社,1998:42-44.HUI Rong-yan,HUANG Guo-xing,YI Bing-yan.Creep of Concrete[M].Beijing:China Rail way Publishing House,1998:42-44.