1 |
AIJ (1993) AIJ Standard for Structural Calculation of Reinforced Concrete Structures, Archi. Inst. Japan, version6, pp.221-239.
|
2 |
Bentz, E.C. (2005) Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments, ASCE J. Struct. Eng., 131(9), pp.1422-1425.
DOI
|
3 |
KEPIC (2010) SGB Reinforced Concrete Structure, p.300.
|
4 |
Kim, S.W., Han, B.C., Kim, H.J., Choi, G.B., Choi, C.S., Yun, H.D. (2004) Experimental Study on Artificially Damaged Rectangular R/C Shear Walls with Opening Configurations, Proc. Korea Concr. Inst., 24(2).
|
5 |
MOLIT (2012) Concrete Structure Specifications, p.342.
|
6 |
Vecchio, F.J. (2000) Disturbed Stress Field Model for Reinforced Concrete: Formulation, ASCE J. Struct. Eng., 126(9), pp.1070-1077.
DOI
|
7 |
Vecchio, F.J., Collins, M.P. (1986) The Modified Compression Field Theroy for Reinforced Concrete Elements Subject to Shear, ACI J., 83(2), pp.219-231.
|
8 |
Vecchio, F.J., Collins, M.P. (1993) Compression Response of Cracked Reinforced Concrete, ASCE J. Struct. Eng., 119(12), pp.3590-3610.
DOI
|
9 |
Wong, P.S., Vecchio, F.J., Trommels, H. (2013) VecTor2 FormWorks User's Manual, Second Edition, University of Toronto, Canada, p.318.
|
10 |
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary, American Concrete Institute, Farmington Hills, MI, USA, pp.293-294.
|
11 |
Yun, H.D., Han, M.K. (2006) A Nonlinear Finite Element Analysis on Behavior of Existing Full Scase Reinforced Concrete Shear Walls with Artificially-Introduced Opening, J. Archi. Inst. Korea, 22(7), pp.3-10.
|