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.
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.
