Structural safety of existing buildings near deep excavations
by Paolo Castaldo; Michele Calvello; Bruno Palazzo
International Journal of Structural Engineering (IJSTRUCTE), Vol. 5, No. 2, 2014

Abstract: Structural safety of existing buildings near deep excavations is evaluated by computing exceeding probabilities of different damage criteria within a simplified probabilistic methodology based on monovariate or multivariate probabilistic analyses employing the results of a numerical model of the boundary value problem. Different limit domains, defined on one or more deformation parameters and associated to limit states, are used to contemplate: the type of the structural system (i.e., reinforced concrete or masonry buildings); the foundation typology (i.e., strip/raft or pad foundations). The sensitivity analysis is developed considering the design of a new underground station in Naples (Italy).

Online publication date: Tue, 17-Jun-2014

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