1 |
Schlaich. 1., Schafer, K., and Jennewein, M., 'Towards a Consistent Design of Structural Concrete,' PCI Journal, Vol.32, No.3, May-June 1987, pp.74-15
|
2 |
Guyon, Y.,Prestressed Concrete, John Wiley and Sons, New York, 1953
|
3 |
Leonhardt, F. and Monnig E., Vorlesungen ber Massivbau, dritter Teil, Grundlagen zum Bewehren in Stahlbetonbau, Springer-Verlag, 1977
|
4 |
Nielsen, M. P, Limit Analysis and Concrete Plasticity, The University of Denmark, 1984
|
5 |
Thurlimann, B., Marti, P., Pralong, 1., Ritz, P.,and Zimmerli B, Anwendung der Plastizitdtstheorie auf Stahlbeton, Institut fur Baustatik und Konstruktion, ETH ZUrich, Autographie zum Fortbildumgskurs fur Bauingenieure aus der Praxis, April, 1983
|
6 |
Schlaich,1. and Weischede, D., 'Zum methodischen Bemessen und Konstruieren,' DAfstb Heft 150, 1982
|
7 |
Schlaich, 1. and Schafer, K., 'The Design of Structural Concrete,' The University of Stuttgart, IABSE workshop New Delhi, 1993
|
8 |
Ahamd, S. H. and Shah, S. P., 'Stress-Strain Curves of Concrete Confined by Spiral Reinforcement,' ACI Journal, Nov-Dec., 1982, pp.484-490
|
9 |
Vecchio, F. J. and Coliins, M. P., 'Compression Response of Cracked Reinforced Concrete,' ASCE Journal of Structural Engineering, Vo1.119, NO.12, Dec., 1993, pp.3590-3610
DOI
ScienceOn
|
10 |
Muttoni, A., 'Die Anwendbarkeit der Plastizitdtstheorie in der Bemessung von Stahlbeton,' Institut fur Baustatik und Konstruktion ETH Zurich, Juni, 1990
|
11 |
Collins, M. P. and Mitchell, D., 'Prestressed Concrete Structures,' Prentice Hall, Englewood Cliffs, New Jersey, 1990
|
12 |
Hawkins, N. M., 'The Bearing Strength of Concrete for Strip Loadings,' Magazine of Concrete Research, Vol.22,No.71, June 1970, pp.87-98
DOI
|
13 |
Kanellopoulos, A., Zum unelastischen Verhalten und Bruch von Stahlbeton, Institut fur Baustatik und Konstruktion, ETH Zurich, Bericht Nr.153, 1986, 86pp
|
14 |
Richart, F. E., Brandtzaeg, A., and Brown, R. L., The Failure of Plain and Spirally Reinforced Concrete in Compression, University of Illinois, Engineering Experiment Station, Bulletin 190, April 1920, 71pp
|
15 |
Hofueck, J. A., Ibrahim I. O. and Mattock A. H., 'Shear Transfer in Reinforced Concrete,' J ACI., Proc., Vol.66, Feb. 1969, pp.119-128
|
16 |
Yankelevsky, D. Z., 'Bond Action Between Concrete and a Deformed Bar-A New Model,' ACI Journal, Vol.82, No.2, March-April, 1985, pp.154- 161
|
17 |
Marti, P., 'BasicTools of Reinforced Concrete Beam Design,' ACI Journal, Vol.82, No.1, January-February, 1985, pp.4-56
|
18 |
Sanders, D. H., 'Design and Behavior of Anchorage Zones in Post-Tensioned Concrete Members,' Ph. D. Dissertation, The University of Texas at Austin, August 1990
|
19 |
Wollmann, G. P., Anchorage Zones in Post-tensioned Concrete Structures, Ph. D. Dissertation, University of Texas at Austin, 1992, pp.62-98
|
20 |
Sokolnikoff, I. S., Mathematical Theory of Elasticity, 2nd Edition, McGraw-Hill Book Co. New York, 1956, 476pp
|