基金项目：国家自然科学基金项目(50378035)
作者简介：沈蒲生(1939),男,江西新淦人,教授,博士生导师,工学硕士,E-mail:pssheng1@163.com.
作者单位：沈蒲生（湖南大学,土木工程学院,湖南,长沙,410082）
方辉（湖南大学,土木工程学院,湖南,长沙,410082）
夏心红（湖南大学,土木工程学院,湖南,长沙,410082）
龚胡广（湖南大学,土木工程学院,湖南,长沙,410082）
谭征（湖南大学,土木工程学院,湖南,长沙,410082）
参考文献：
[1]BAZANT Z P,WITTMANN F H.Creep and Shrinkage in Concrete Structures[M].New York:John Wiley & Sons,1982:129-358.
[2]GHALI A,FAVRE R.Concrete Structure:Stresses and Deformations[M].New York:Chapman and Hall,1986.
[3]惠荣炎,黄国兴,易冰若.混凝土的徐变[M].北京:中国铁道出版社,1988.HUI Rong-yan,HUANG Guo-xing,YI Bing-ruo.Concrete Creep[M].Beijing:China Railway Publishing House,1988.
[4]周履,陈永春.收缩徐变[M].北京:中国铁道出版社,1994.ZHOU Lu,CHEN Yong-chun.Shrinkage and Creep[M].Beijing:China Railway Publishing House,1994.
[5]杜国华,毛昌时,司徒妙龄.桥梁结构分析[M].上海:同济大学出版社,1994.DU Guo-hua,MAO Chang-shi,SITU Miao-ling.Analysis of Bridge Structures[M].Shanghai:Tongji University Press,1994.
[6]王勋文,潘家英.按龄期调整有效模量法中老化系数χ的取值问题[J].中国铁道科学,1996,17(3):12-23.WANG Xun-wen,PAN Jia-ying.Determination of Aging Coefficients in Age-Adjusted Effective Module Method[J].China Railway Science,1996,17(3):12-23.
[7]沈蒲生.高层建筑结构疑难释义[M].北京:中国建筑工业出版社,2003.SHEN Pu-sheng.Explanations for Questions of HighRise Buildings[M].Beijing:China Architecture &Building Press,2003.
[8]陈富生,邱国桦,范重.高层建筑钢结构设计[M].北京:中国建筑工业出版社,2000.CHEN Fu-sheng,QIU Guo-hua,FAN Zhong.Design of High-Rise Building Steel Structures[M].Beijing:China Architecture & Building Press,2000.
[9]赵宪忠.考虑施工因素的钢筋混凝土高层建筑时变反应分析[D].上海:同济大学,2000.ZHAO Xian-zhong.Time-Dependent Analysis of High-Rise RC Buildings with Construction Imperfection and Procedure Effects[D].Shanghai:Tongji University,2000.
[10]林欢.矩阵递推法在高层框架施工模拟计算中的应用[J].建筑结构,1989,19(1):16-21.LIN Huan.Application of Matrix Sequential Method in the Simulating Construction Process of Tall Frame Structures[J].Building Structure,1989,19 (1):16-21.
[11]SAVITA M,ASFAW M,NAGPAL A K.Consistent Procedure for Creep and Shrinkage Effects in RC Frames[J].Journal of Structural Engineering,2001,127(7):726-732.
[12]郭军庆,王雪韵,雷自学,等.加芯混凝土框架柱轴压比限值试验研究[J].建筑科学与工程学报,2005,22(4):45-49.GUO Jun-qing,WANG Xue-yun,LEI Zi-xue,et al.Experimental Research on Limit Value of Axial Compression Ratio for Concrete Frame Columns with Central Reinforcement[J].Journal of Architecture and Civil Engineering,2005,22(4):45-49.
[13]ACI 209R-92,Prediction of Creep,Shrinkage and Temperature Effects in Concrete Structures[S].
[14]沈蒲生,方辉.高层框架施工过程的模拟分析方法与近似方法的比较[J].建筑结构,2006,36(2):48-50.SHEN Pu-sheng,FANG Hui.Analysis Method of Tall Frame Building Considering Construction Process Effect[J].Building Structure,2008,36 (2):48-50.
[15]史密斯B S,库尔A.高层建筑结构分析与设计[M].北京:地震出版社,1993.SMITH B S,COULL A.High-Rise Building Structures:Analysis and Design[M].Beijing:Seism Press,1993.
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