Consistent Procedure for Creep and Shrinkage Effects in RC Frames

Author:

Maru Savita123,Asfaw M.123,Nagpal A. K.123

Affiliation:

1. Res. Scholar, Dept. of Civ. Engrg., Indian Inst. of Technol., Delhi, Hauz Khas, New Delhi 110016, India.

2. Former Res. Scholar, Dept. of Civ. Engrg., Indian Inst. of Technol., Delhi, Hauz Khas, New Delhi 110016, India.

3. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Delhi, Hauz Khas, New Delhi 110016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Banavalkar P. V. and Wilkerson S. ( 1993). “Creep and shrinkage of composite columns in tall buildings.” Proc. Symp. on Struct. Engrg. in Natural Hazards Mitigation ASCE New York 1473–1478.

2. Fintel M. ( 1974). Handbook of concrete engineering 2nd Ed. Van Nostrand Reinhold New York.

3. Fintel M. Ghosh S. K. and Iyengar H. S. ( 1987). “Column shortening in tall buildings—Prediction and compensation.” Publ. EB108 D Portland Cement Association Skokie Ill. 1–34.

4. Fintel M. and Khan F. R. ( 1969). “Effects of column creep and shrinkage in tall structures—Prediction of inelastic column shortening.” ACI J. 66 957–967.

5. Fintel M. and Khan F. R. ( 1971). “Effects of column creep and shrinkage in tall structures—Analysis for differential shortening of columns and field observation of structures.” Paper SP 27-4 ACI Spec. Publ. 27 American Concrete Institute Detroit 95–119.

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