Abstract: Criteria for estimating the first two probabilistic moments of the normalized parameters of

Abstract: A live-load survey was carried out on several building offices in Mexico City. The results are used to estimate the probability distribution function of the maximum total loads for different influence areas over a 50-year ...

Abstract: A general approach is presented for the estimation of expected failure rates of structures per unit time, which accounts for uncertainties about mechanical and geometrical properties, as well as about live load and seismic ...

Abstract: A live-load survey was performed on classrooms of several public schools in Mexico City. The results obtained were used in a probabilistic Monte Carlo analysis oriented to obtaining the distribution function of the maximum ...

Abstract: Reliability indexes associated with typical short and slender columns are evaluated. Designs are made in accordance with ACI 318‐89 and Mexico City concrete design regulations. Loads associated with ACI 318‐89 designs are ...

Abstract: This paper presents the results of a Monte Carlo simulation study on accidental eccentricity of low-rise office buildings. The study incorporates results of a live-load survey in several office buildings in Mexico City. ...