Issue 30

A. Fernàndez-Canteli et alii, Frattura ed Integrità Strutturale, 30 (2014) 327-339; DOI: 10.3221/IGF-ESIS.30.40 339 [4] Holmen, J.O., Fatigue of concrete by constant and variable amplitude loading, Institutt for Betongkonstruksjoner, Norges Tekniske Høgskole, Universitet i Trondheim (1979). [5] Fernández-Canteli, A., Statistical interpretation of the Miner-number using an index of probability of total damage, Fatigue of Steel and Concrete Structures, IABSE, Zürich, (1982). [6] Castillo , E., Fernández-Canteli, A., A unified statistical methodology for modeling fatigue damage, Springer, (2009). [7] Castillo, E., Fernández-Canteli, A., Statistical models for damage accumulation, Encyclopedia of Statistical Sciences, John Wiley & Sons, Balakrishnan (Editor), Chapter 5, (2011) 1-30. [8] Mc Call, J.T., Probability of failure of plain concrete, ACI Journal, 55 (1958) 233-244. [9] ProFatigue. Software program for assessment of fatigue results, University of Oviedo. 2013. (Free download at dcif.uniovi.es/profatigue/ProFatigue_pkg.exe. User’s Guide: dcif.uniovi.es/profatigue/ProFatigue-UserGuide- 2013.pdf). [10] Fernández Canteli, A., Castillo, E., A unified probabilistic approach for fatigue life and damage prediction, XIV Portuguese Conference on Fracture, Invited Lecture, Regua (2014) 31-42.