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/lp/inderscience-publishers/structural-safety-of-existing-buildings-near-deep-excavations-e7qRurR0Oh
- Publisher
- Inderscience Publishers
- Copyright
- Copyright © Inderscience Enterprises Ltd. All rights reserved
- ISSN
- 1758-7328
- eISSN
- 1758-7336
- DOI
- 10.1504/IJSTRUCTE.2014.060907
- Publisher site
- See Article on Publisher Site
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).
Journal
International Journal of Structural Engineering – Inderscience Publishers
Published: Jan 1, 2014