P
Pier Giorgio Malerba
Researcher at Polytechnic University of Milan
Publications - 54
Citations - 708
Pier Giorgio Malerba is an academic researcher from Polytechnic University of Milan. The author has contributed to research in topics: Reliability (statistics) & Fuzzy logic. The author has an hindex of 13, co-authored 54 publications receiving 635 citations. Previous affiliations of Pier Giorgio Malerba include University of Milan & University of Udine.
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Cellular automata approach to durability analysis of concrete structures in aggressive environments
TL;DR: In this paper, the authors present a novel approach to the problem of durability analysis and lifetime assessment of concrete structures under the diffusive attack from external aggressive agents, which can be easily extended also to other types of structures.
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Probabilistic Service Life Assessment and Maintenance Planning of Concrete Structures
TL;DR: In this article, a general approach to the probabilistic prediction of the structural service life and to the maintenance planning of deteriorating concrete structures is presented, based on a novel methodology for the assessment of the time-variant structural performance under the diffusive attack of external aggressive agents.
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Fuzzy reliability analysis of concrete structures
TL;DR: In this article, a methodological approach of wide generality for assessing the reliability of reinforced and prestressed concrete structures is presented, in which the model is not defined through a set of fixed values, but through bands of values, bounded between suitable minimum and maximum extremes.
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Uncertainty effects on lifetime structural performance of cable-stayed bridges
TL;DR: In this paper, the authors investigated the time evolution of the uncertainty effects associated with the different parameters defining the probabilistic structural performance of two existing cable-stayed bridges in Italy.
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Reliability of material and geometrically non-linear reinforced and prestressed concrete structures
TL;DR: In this paper, a numerical approach to the reliability analysis of reinforced and prestressed concrete structures is presented, where the problem is formulated in terms of the probabilistic safety factor and the structural reliability is evaluated by Monte Carlo simulation.