Simplified Assessment of the Effects of Columns Shortening on the Response of Tall Concrete Buildings

Author:

Correia Ruben,Lobo Paulo Silva

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference15 articles.

1. Creep and Shrinkage Analysis of Reinforced Concrete Frames by History-Adjusted and Shrinkage-Adjusted Elasticity Moduli;Au;The Structural Design of Tall and Special Buildings,2007

2. Bažant, Z. P., 1982. Mathematical Models for Creep and Shrinkage of Concrete, in “Creep and Shrinkage in Concrete Structures”. In: Bažant, Z. P., Wittmann, F. H. (Ed.). John Wiley & Sons, Chichester, New York, Brisbane, Toronto and Singapore, pp. 93.

3. Comité Euro-Internacional du Béton - Fédération Internationale de la Précontrainte, 1993. CEB-FIP Model Code 90 (MC-90). Thomas Telford, London, pp. 460.

4. CTBUH, 1980. Tall Buildings Criteria and Loading, in "Monograph on Planning and Design of Tall Buildings". In: Robertson, L., Naka, T. (Ed.). American Society of Civil Engineers, New York.

5. Fintel, M., Ghosh, S. K., Iyengar, H., 1987. “Column Shortening in Tall Structures: Prediction and Compensation”. Portland Cement Association, pp. 35.

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