Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower-Reference-Cited by-同舟云学术

Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower

Published:2012-02 Issue:1 Volume:22 Page:121-129
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Cargnino Alberto¹,Debernardi Pier Giorgio²,Guiglia Matteo²,Taliano Maurizio²

Affiliation:

1. Piazza Vittorio Veneto, Turin, Italy

2. Department of Structural and Geotechnical Engineering, Politecnico di Torino, Turin, Italy Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686612X13216060213752

Reference8 articles.

1. Fintel M, “Chapter 10, multistory structures”, section 10.9.2, vertical movements due to creep and shrinkage, Handbook of Concrete Engineering, Fintel M (ed), 2nd edn, Van Nostrand Reinhold, New York, 1985; 391–397.

2. Carreira DJ, Poulos TD. Designing for Effects of Creep and Shrinkage in High-Rise Concrete Buildings. ACI SP-246-7, 2005; 107–125.

3. Smith BS, Loull A. Tall Building Structures Analysis and Design, John Wiley and Sons, Inc., New York, 1991.

4. Baker WF, Korista DS, Novak LC, Pawlikowski J, Young B. Creep and shrinkage and the design of super tall buildings–a case study: the Burj Dubai Tower. In ACI SP-246-8. Structural Implications of Shrinkage and Creep of Concrete, 2007; 200–220.

5. Fintel M, Ghosh SK, Iyengar H. Column Shortening in Tall Structures-Prediction and Compensation, 2nd edn, Portland Cement Association: Skokie, IL, 1987.

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