Experimental analysis of the global safety in reinforced concrete members submitted to simple bending

  • Sirvent Casanova, I.; de la Cruz Jover,

Abstract


-The use of different partial safety coefficientes in the design of sections, accrding to the limit states theory, provides an unique coefficient named ""Coefficient of Global Safety"". -For the same safety coefficients, the global safety can take differe
Published
1990-01-08
How to Cite
, S. C. I. de la C. J. (1990). Experimental analysis of the global safety in reinforced concrete members submitted to simple bending. Hormigón Y Acero, 41(177). Retrieved from http://37.35.109.41/ojs/index.php/ache/article/view/758