1 |
Yun, Y. M., 'Nonlinear Strut-Tie Model Approach for Structural Concrete,' ACI Structural Journal, Vol.97, No.4, Jul.-Aug. 2000, pp.581-590
|
2 |
Hong, S. G., 'Strut-and-Tie Models and Failure Mechanisms for Bar Development in Tension-Tension-Compression Nodal Zone,' ACI Structural Journal, Vol.97, No.1, Jan.-Feb. 2000, pp.111-121
|
3 |
Cook, W. D. and Mtchell, D., 'Studies of Discontinuities in Reinforced Concrete Members,' ACI Structural Journal, Mar.-Apr. 1988, pp.206-216
|
4 |
To, N. H. T., Ingham, J. M., and Sritharan, S., 'Cyclic Strut & Tie Modeling of Simple Reinforced Concrete Structures,' 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000, p 1249
|
5 |
Park, H. and Klingner, R. E., 'Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria,' Journal of Structural Engineering, ASCE, Vol.123, No.5, 1997, pp.643-651
DOI
ScienceOn
|
6 |
FIP recommendaitons(1999); Practical ' Design of Structural Concrete. FlP-Commission 3, Practical Design, Sep. 1996. SETO, London, Sept. 1999
|
7 |
Schlaich, J., Schafer, K., and Jennewein, M., 'Toward a Consistent Design of Structural Concrete,' PCI Journal, Vol.32, No.3, May-Jun. 1987, pp.74-150
DOI
|
8 |
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI318R-02), American Concrete Institute, 2002
|
9 |
Vecchio, F. J. and Collins, M. P., 'The Modified Compression-Field Theory for Reinforced Concrete elements Subjected to Shear,' ACI Journal, Proceedings, Vol.83, No.2, Mar.-Apr. 1986, pp.219-231
|
10 |
Karl-Heinz Reineck, Examples for the Design of Structural concrete with Strut-and-Tie Models, SP-208, ACI, 2002, pp 65-80
|
11 |
Paulay, T, 'Coupling Beams of Reinforced Concrete Shear Walls,' Proceedings of the American Society of Civil Engineers, Vol.97, No.ST3, 1971, pp843-861
|
12 |
Kim, J. H., 'Seismic Evaluation of Shear-Critical Reinforced Concrete Columns and Their Connections,' Section 3, The State University of New York at Buffalo, Ph.D Thesis. 1996, pp 3-94-169
|