1 |
Dhakal, R. P., & Maekawa, K. (2002). Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling. Engineering Structures, 24(11), 1383-1396.
DOI
|
2 |
Fenves, G. L. (2015). Annual workshop on open system for earthquake engineering simulation, Pacific Earthquake Engineering Research Centre, UC Berkeley, [EB/OL]. http://opensees.berkeley.edu.
|
3 |
Hoffman, N. (2010). Constitutive relationships of prestressed steel fiber concrete membrane elements. PhD Dissertation, Department of Civil and Environmental Engineering, University of Houston, TX, USA.
|
4 |
Laskar, A. (2009). Shear behaviour and design of prestressed concrete members. PhD Dissertation, Department of Civil and Environmental Engineering, University of Houston, TX.
|
5 |
Laskar, A., Lu, L., Qin, F., et al. (2014). Constitutive models of concrete structures subjected to seismic shear. Earthquakes and Structures, 7(5), 627-645.
DOI
|
6 |
Pang, X. B., & Hsu, T. T. C. (1996). Fixed angle softened truss model for reinforced concrete. ACI Structural Journal, 93(2), 197-207.
|
7 |
Park, R., Priestley, M. J., & Gill, W. D. (1982). Ductility of square-confined concrete columns. Journal of the Structure Division, ASCE, 108(ST4), 929-950.
|
8 |
Tadepalli, P. R., Dhonde, H. B., Mo, Y. L., & Hsu, T. T. C. (2014). Shear behaviour of prestressed steel fibre concrete box-beams. Magazine of Concrete Research, 66(2), 90-105.
DOI
|
9 |
Zhu, R. R. H., & Hsu, T. T. C. (2002). Poisson effect in reinforced concrete membrane elements. ACI Structural Journal, 99(5), 631-640.
|
10 |
Tadepalli, P. R., Dhonde, H. B., Mo, Y. L., & Hsu, T. T. C. (2015). Shear Strength of Prestressed Steel Fiber Concrete I-Beams. International Journal of Concrete Structures and Materials, 9(3), 267-281.
DOI
|
11 |
Zhu, R. R. H., Hsu, T. T. C., & Lee, J. Y. (2001). Rational shear modulus for smeared-crack analysis of reinforced concrete. ACI Structural Journal, 98(4), 443-450.
|