Citation: | Hua Jianmin, Xie Feifei. MEASURED STUDY ON VERTICAL DEFORMATION OF A TALL STEEL REINFORCED CONCRETE FRAME-CORE WALL STRUCTURE DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 81-84. doi: 10.13204/j.gyjz201110020 |
陈灿.高层钢框架- 混凝土核心筒混合结构体系施工期间变形及其控制研究[D].上海: 同济大学,2007.
|
[2] Mark F,Ghosh S K.High Rise Design: Accounting for Column Length Changes[J].Civil Engineering,ASCE,1984(4):55-59.
|
[3] Jayasinghe M T R,Jayasena W M V P K.Effect of Relative Humidity on Absolute and Differential Shortening of Columns and Walks in Multistory Reinforced Concrete Buildings[J].Practice Periodical on Structural Design and Construction,ASCE,2005(5):88-97.
|
[4] 罗文斌,张保印.超高层建筑S + RC 混合结构竖向变形差的工程对策[J].建筑结构学报,2000,21(6):68-73.
|
[5] 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.
|
[6] 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的计算[J].建筑结构学报,2005,26 (2):66 -73.
|
[7] 周建龙,闫锋.超高层结构竖向变形及差异问题分析与处理[J].建筑结构,2007,3(5):100-103.
|
[8] 白国良,王智飞,李晓文.型钢混凝土框架- 钢筋混凝土核心筒混合结构竖向变形差异的计算[J].哈尔滨工业大学学报,2007,39(增刊):610-614.
|
[9] 吴锋,殷福新,何转利.高层混合结构设计中竖向差异影响[J].建筑结构学报,2008,29(增刊):197-202.
|
[10] Reith R D,Kohan R.Full-Scale Measurments of Rein-Forced Concrete Chimney [C]∥ Conf.on Performance of Building Structures: Scotland.
|
[11] Swamy R N,Arumugasaamy P.Deformations in Service of Reinforced Concrete Columns[J].ACI SP55,1978: 15-26.
|
[12] Pfeifer D W.Time-Dependent Deformations in 70-Story Structure [J].Symp.On Ddsigning for Effects of Creep,Shrinkage and Temperature in Concrete Structures.Detroit: ACI SP55-27,1983:23-27.
|
[13] Russell H G,Corely W G.Time-Dependent Behavior of Columns in Water Tower Place[J].ACI SP55-14,1981: 347-373.
|
[14] Russell H G.Field Instrumentation of Concrete Structures[J].ASTM STP-702,1980: 31-33.
|
[15] Russell H G,Shiu K N.Creep and Shrinkage Behavior of Tall Buildings and Long Span Bridges[J].Symp.On Fundamental Research on Creep and Shrinkage of Concrete.Lausanne,Switzerland: 1980: 15-17.
|
[16] 张琪玮,张保印,牛荻涛.混凝土高层建筑竖向变形差的原位测试与分析[J].建筑结构,2004,34(4):18-20.
|
[17] 王晓燕,邓志恒.施工过程混凝土收缩徐变的试验研究[J].广西大学学报: 自然科学版,2005,30(3):193-196.
|
[18] 杨丽,郭志恭.高层钢筋混凝土结构设计中如何考虑徐、收缩的作用[J].工业建筑,1995,25(4):40-46.
|