Autores |
Nº de Ensaios |
Critério de filtragem |
Ensaios usados |
fc < 15 MPa |
Geom. Retang. |
d < 100 mm |
Com Arm. Cis. |
Baixa Confiabil. |
|
Talbolt [12[12] TALBOT, A. N., Reinforced Concrete Wall Footings and Column Footings. Engineering Experiment Station, University of Illinois, Urbana, Bulletin No. 67, Mar. 1913, 114p.] |
69 |
50 |
- |
- |
- |
- |
19 |
Richart [17[17] RICHART, F. E., Reinforced Concrete Wall and Column Footings. ACI Journal, Proceedings, V. 45, No. 10, Oct. 1948, pp. 97-127.] |
140 |
3 |
12 |
- |
- |
- |
125 |
Rivkin [18[18] RIVKIN, S.: Calculation of Foundations, Budivel’nik, 1967 (in Russian).] |
9 |
- |
- |
9 |
- |
- |
0 |
Kordina e Nölting [19[19] KORDINA K, NOLTING D. Tragverhalten von ausmittig beanspruchten Einzelfundamenten aus Stahlbeton. Abschlußbericht zum DFG-Vorhaben Ko 204/27+30. Braunschweig; 1981.] |
11 |
- |
11 |
- |
- |
- |
0 |
Dieterle e Rostásy [14[14] DIETERLE, H., AND ROSTÁSY, F., Tragverhalten quadratischer Einzelfundamente aus Stahlbeton. Deutscher Ausschuss für Stahlbeton, Heft 387, Berlin, Germany, 1987, 134 pp.] |
25 |
- |
3 |
- |
4 |
- |
18 |
Hallgren et al. [15[15] HALLGREN, M., KINNUNEN, S., NYLANDER, B. Punching shear tests on column footings. Nordic Concrete Research 21(1), 1998, p.1-24.] |
14 |
1 |
- |
- |
3 |
- |
10 |
Timm [20[20] TIMM, M.: Durchstanzen von Bodenplatten unter rotationssymmetrischer Belastung, PhD thesis, Institut fur Baustoffe, Massivbau und Brandschutz, Technical University of Brunswick, Brunswick, Germany, 2003, 159 pp.] |
10 |
- |
- |
- |
7 |
- |
3 |
Sundquist and Kinnunen [23[23] SUNDQUIST, H.; KINNUNEN, S., The effect of large column section and slab thickness taper on the punching shear capacity of flat slabs, Bulletin No. 81, Dept. of Civil and Architectural Engineering, Royal Institute of Technology, Stockholm, 42 pp. (in Swedish).] |
8 |
- |
- |
- |
- |
- |
8 |
Hegger et al. [3[3] HEGGER, J., SHERIF, A.G., RICKER, M.: Experimental Investigations on Punching Behavior of Reinforced Concrete Footings. ACI Structural Journal/July-August 2006, p. 604-613.] |
5 |
- |
- |
- |
1 |
- |
4 |
Hegger et al. [4[4] HEGGER, J., RICKER, M., SHERIFF, A. G., Punching strength of reinforced concrete footings. ACI Structural Journal, September- October 2009, p. 706-716.] |
17 |
- |
- |
- |
4 |
- |
13 |
Bonić e Folić [16[16] BONIĆ, Z., FOLIĆ, R., Punching of column footings - comparison of experimental and calculation results. Gradevinar, V.65, No. 10, 2013, pp. 887-899.] |
6 |
4 |
- |
- |
- |
2 |
0 |
Urban et al. [21[21] URBAN T., GOLDYN M., KRAKOWSKI J., KRAWCZYK L. Experimental investigation on punching behavior of thick reinforced concrete slabs. Archives of civil engineering, Lix, 2, 2013, p. 157-174.] |
9 |
- |
- |
- |
- |
- |
9 |
Siburg e Hegger [22[22] SIBURG, C., HEGGER, J., Experimentelle Untersuchungen zum Durchstanzen von Einzelfundamenten mit baupraktischen Abmessungen. Beton und Stahlbetonbau 108 (2013), No. 7, p. 452-461] |
12 |
- |
- |
- |
5 |
- |
7 |
Total de ensaios obtidos |
335 |
Total de ensaios filtrados |
119 |
Total de ensaios usados |
216 |
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