1 |
Gilbert, R.I. (1988), Time Effects in Concrete Structures, Elsevier Science Publishing Company Inc., New York, USA.
|
2 |
Kim, H.S. and Shin, S.H. (2014), "Reduction of differential column shortening by placing additional reinforcement", Mag. Concrete Res., 66(9), 456-464. http://dx.doi.org/10.1680/macr.13.00319.
DOI
|
3 |
Kordina, K. (1972), Langzeitversuche an Stahlbetonstutzen. Institut fur Baustoffkunde und Stahlbetonbau, Braunschweig, German.
|
4 |
Lou, T., Lopes, S.M.R. and Lopes, A.V. (2015), "FE analysis of short- and long-term behavior of simply supported slender prestressed concrete columns under eccentric end axial loads causing uniaxial bending", Eng. Struct., 85, 52-62. https://doi.org/10.1016/j.engstruct.2014.12.023.
DOI
|
5 |
Ministry of Housing and Urban-Rural Construction of the People's Republic of China (2015), National Standard of the People's Republic of China - Code for Design of Concrete Structures (GB 50010), China Architecture & Building Press, Beijing, P.R. China.
|
6 |
New Zealand Standard (2017), Concrete Structures Standard: Part 2 - Commentary on the Design of Concrete Structures (NZS 3101-2), Standards New Zealand, Wellington, New Zealand.
|
7 |
Sun, G.J., Xue, S.D, Qu, X.S. and Zhao, Y.F (2019), "Experimental investigation of creep and shrinkage of reinforced concrete with influence of reinforcement ratio", Adv. Concrete Constr., 7(4), 211-218. https://doi.org/10.12989/acc.2019.7.4.211.
DOI
|
8 |
Green, R. and Breen, J.E. (1969), "Eccentrically loaded concrete columns under sustained load (including Part 2. Supplement)", ACI J., Proc., 66(11), 866-874.
|
9 |
Hamed, E. and Lai, C. (2016), "Geometrically and materially nonlinear creep behaviour of reinforced concrete columns", Struct., 5, 1-12. http://dx.doi.org/10.1016/j.istruc.2015.07.001.
DOI
|
10 |
Huo, X.S., Al-Omaishi, N. and Tadros, M.K. (2001), "Creep, shrinkage, and modulus of elasticity of high-performance concrete", ACI Mater. J., 98(6), 440-449.
|
11 |
Kataoka, L.T. and Bittencourt, T.N. (2014), "Numerical and experimental analysis of time-dependent load transfer in reinforced concrete columns", Ibracon Struct. Mater. J., 7(5), 747-774. http://dx.doi.org/10.1590/S1983-41952014000500003.
DOI
|
12 |
Kim J.K. (2003), "Creep tests for CFT columns I - Study on long-term behavior of CFT columns with diaphragm", Seminar on Construction Technology for CFT Structures, Architectural Institute of Korea, Seoul, Republic of Korea.
|
13 |
Kim, C.S. and Gong, Y. (2018), "Numerical investigation of creep and shrinkage effects on minimum reinforcement of concentrically and eccentrically loaded RC columns", Eng. Struct., 174, 509-525. https://doi.org/10.1016/j.engstruct.2018.07.032.
DOI
|
14 |
Kim, C.S. and Park, H.G. (2010), "Longitudinal reinforcement ratio for performance-based design of reinforced concrete columns", J. Korea Concrete Inst., 22(2), 187-197. https://doi.org/10.4334/JKCI.2010.22.2.187.
DOI
|
15 |
Kim, C.S., Park, H.G., Choi, I.R. and Chung, K.S. (2017), "Effect of sustained load on ultimate strength of high-strength composite columns using 800 MPa steel and 100 MPa concrete", J. Struct. Eng., ASCE, 143(3), 04016189-1-16. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001676.
DOI
|
16 |
ACI Committee 318 (2014), Building Code Requirements for Structural Concrete and Commentary (ACI 318), American Concrete Institute, Farmington Hills, MI, USA.
|
17 |
Tatsa, E.Z. (1989), "Load carrying of eccentrically loaded reinforced concrete panels under sustained load", ACI Struct. J., 86(2), 150-155.
|
18 |
Viest, I.M., Elstner, R.C. and Hognestad, E. (1956), "Sustained load strength of eccentrically loaded short reinforced concrete columns", J. Am. Concrete Inst., 27(7), 727-755.
|
19 |
Ziehl, P.H., Cloyd, J.E. and Kreger, M.E. (1988), "Evaluation of minimum longitudinal reinforcement requirements for reinforced concrete columns", Research Report 1473-S, Center for Transportation Research, University of Texas at Austin, TX, USA.
|
20 |
ACI Committee 209 (1997), Prediction of Creep, Shrinkage, and Temperature effects in Concrete Structures (ACI 209R-92), American Concrete Institute, Farmington Hills, MI, USA.
|
21 |
B-Jahromi, A., Rotimi, A., Tovi, S., Goodchild, C. and Rizzuto, J. (2017), "Evaluation of the influence of creep and shrinkage determinants on column shortening in mid-rise buildings", Adv. Concrete Constr., 5(2), 155-171. https://doi.org/10.12989/acc.2017.5.2.155.
DOI
|
22 |
ACI Committee 501 (1936). "Building regulations for reinforced concrete", J. Proc. Am. Concrete Inst., 32(3), 407-444.
|
23 |
Architectural Institute of Korea (2016), Korean Building Code and Commentary (KBC), Seoul, Republic of Korea.
|
24 |
ASTM (2015), Standard Test Method for Creep of Concrete in Compression (ASTM C512/C512M), American Society for Testing and Materials, West Conshohocken, PA, USA.
|
25 |
ASTM (2016), Standard Test Methods for Tension Testing of Metallic Materials (ASTM E8/E8M), American Society for Testing and Materials, West Conshohocken, PA, USA.
|
26 |
ASTM (2018), Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens (ASTM C39/C39M), American Society for Testing and Materials, West Conshohocken, PA, USA.
|
27 |
Bradford, M.A. (2005), "Shrinkage and creep response of slender reinforced concrete columns under moment gradient: theory and test results", Mag. Concrete Res., 57(4), 235-246. https://doi.org/10.1680/macr.2005.57.4.235.
DOI
|
28 |
Claeson, C. and Gylltoft, K. (2000), "Slender concrete columns subjected to sustained and short-term eccentric loading", ACI Struct. J., 97(1), 45-53.
|
29 |
Eom, T.S., Kim, C.S., Zhang, X. and Kim, J.Y. (2018), "Time‑dependent deformations of eccentrically loaded reinforced concrete columns", Int. J. Concrete Struct. Mater., 12(76), 1-12. https://doi.org/10.1186/s40069-018-0312-1.
DOI
|
30 |
European Committee for Standardization (2008), Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (Eurocode 2), European Committee for Standardization; Brussels, Belgium.
|