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Hybrid fuzzy – stochastic 1D site response analysis accounting for soil uncertainties
Alessandro Tombari
, Luciano Stefanini
School of Arch, Tech and Eng
Advanced Engineering Centre
Research output
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peer-review
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Engineering
Boundary Value
100%
Building Code
100%
Efficient Implementation
100%
Elastic Response
100%
Engineering Judgement
100%
Fuzzy Set
100%
Fuzzy Set Theory
100%
Ground Acceleration
100%
Ground Movement
100%
Incomplete Information
100%
Maximization
100%
Membership Function
100%
One Dimensional
100%
Probabilistic Approach
100%
Probability Density Function
100%
Response Spectrum
100%
Seismic Response
100%
Shear Wave
100%
Soil Deposit
100%
Stochastic Approach
100%
Keyphrases
Propagating Shear
33%
Earth and Planetary Sciences
Membership Function
33%