1 |
ACI (American Concrete Institute). (2008) Guide for modeling and calculating shrinkage and creep in hardened concrete (ACI 209.2R-08). ACI, Farmington Hills, MI.
|
2 |
Bazant, Z. P. and Wittmann, F. H. (1982) Creep and shrinkage in concrete structures. John Wiley & Sons, New York.
|
3 |
CEB (Comite Euro-International Du Beton). (1993) CEB-FIP model code 1990. Thomas Telford Services Ltd, London.
|
4 |
Choi, H.S. and Joseph, L. (2012) "Outrigger system design considerations." International Journal of High-Rise Buildings, 1, 237-246.
|
5 |
Chung, K. and Sunu, W. (2015) "Outrigger systems for tall buildings in Korea." International Journal of High-Rise Buildings, 4, 209-217.
|
6 |
CTBUH (Council on Tall Buildings and Urban Habitat). (1995) Structural systems for tall buildings. McGraw-Hill, New York.
|
7 |
Fintel, M. Ghosh, S. K. and Iyengar, H. (1987) Column shortening in tall structure-prediction and compensation. Portand Cement Association, Skokie, IL.
|
8 |
Ghali, A. and Favre, R. (1994) Concrete structures: stresses and deformations. E&FN Spon, London.
|
9 |
Kim, H. S. (2015) "Optimum distribution of additional reinforcement to reduce differential column shortening." Struct. Design Tall Spec. Build, 24, 724-738.
DOI
|
10 |
Kim, H. S. (2013) "Effect of horizontal members on column shortening of reinforced concrete building structure." Struct. Design Tall Spec. Build, 22, 440-453.
DOI
|
11 |
Neville, A. M. Dilger, W. H. and Brooks, J. J. (1983) Creep of plain and structural concrete. Construction Press, New York.
|