1 |
ACI Committee 318 (2008), Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary, American Concrete Institute, Farmington Hills, MI, USA.
|
2 |
Bouazaoui, L., Perrenot, G., Delmas, Y. and Li, A. (2007), -Experimental study of bonded steel concrete composite structures‖, J. Construct. Steel Res., 63, 1268-1278.
DOI
|
3 |
Cai, J. and Long, Y.L. (2007), -Axial load behavior of rectangular CFT stub columns with binding bars‖, Adv. Struct. Eng., 10(5), 551-565.
DOI
|
4 |
CEB-FIP Model Code (1990), Thomas Telford services, Ltd., London, UK, (1993), 437.
|
5 |
European Committee for Standardization (2004), Eurocode 2: Design of concrete structures, Part 1: General rules and rules for buildings.
|
6 |
GB 50010 (2010), Code for Design of Concrete Structures; China Architecture & Building Press, Beijing, China.
|
7 |
GB 50205 (2001), Code for acceptance of construction quality of steel structures; China Architecture & Building Press, Beijing, China.
|
8 |
He, X.J., Zhou, C.Y., Li, Y.H. and Xu, L. (2007), -Lagged strain of laminates in RC beams strengthened with fiber-reinforced polymer‖, J. Central South Univ. Technol., 14(3), 430-435.
DOI
|
9 |
Jing, D.H., Cao, S.Y. and Shi, L. (2012), -Flexural behavior of steel plate-masonry composite beams‖, Steel Compos. Struct., Int. J., 13(2), 123-137.
DOI
|
10 |
Jing, D.H., Pan, Y.X. and Chen, Y.L. (2013), -Axial behavior of MFT stub columns with binding bolts and epoxy adhesive‖, J. Construct. Steel Res., 86(2), 115-127.
DOI
|
11 |
Lam, L. and Teng, J. (2001), -Strength of RC cantilever slabs bonded with GFRP strips‖, J. Compos. Construct., 5(4), 221-227.
DOI
|
12 |
McKinley, B and Boswell, L.F. (2002), -Behaviour of double skin composite construction‖, J. Construct. Steel Res., 58(10), 1347-1359.
DOI
|
13 |
Nie, J.G. (2011), Steel-Concrete Composite Bridges, China Architecture Building press, Beijing, China.
|
14 |
Nie, J., Wang, Y. and Cai, C.S. (2011), -Experimental research on fatigue behavior of RC beams strengthened with steel plate-concrete composite technique‖, J. Struct. Eng., 137(7), 772-781.
DOI
|
15 |
Priestley, M.J.N., Seible, F. and Xiao, Y. (1994), -Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength - Part 2: Test results and comparison with theory‖, ACI Struct. J., 91(5), 537-551.
|
16 |
Wright, H.D., Oduyemi, T.O.S. and Evans, H.R. (1991), -The experimental behavior of double-skin composite elements‖, J. Construct. Steel Res., 19(2), 97-110.
DOI
|
17 |
Xie, M., Foundoukosb, N. and Chapmanb, J.C. (2007), -Static tests on steel-concrete-steel sandwich beams‖, J. Construct. Steel Res., 63(6), 735-750.
DOI
|
18 |
Wu, Y.F., Yan, J.H., Zhou, Y.W. and Xiao, Y. (2010), -Ultimate strength of reinforced concrete beams‖, ACI Struct. J., 107(4), 451-462.
|
19 |
Xiao, Y. and Wu, H. (2003), -Retrofit of reinforced concrete column using partially stiffened steel jackets‖, J. Struct. Eng., 129(6), 725-732.
DOI
|