Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Manuel J. Miranda"'
Publikováno v:
Probabilistic Engineering Mechanics. 44:53-65
A significant amount of problems and applications in stochastic mechanics and engineering involve multi-dimensional random functions. The probabilistic analysis of these problems is usually computationally very expensive if a brute-force Monte Carlo
Publikováno v:
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering. 4
The paper presents a methodology for the selection of an optimal set of stochastic intensity measure (IM) maps representing the regional hazard over a geographic area, which can subsequentl...
Publikováno v:
Multi-hazard Approaches to Civil Infrastructure Engineering ISBN: 9783319297118
The modeling of multiple hazards for regional risk assessment has attracted increasing interest during the last years, and several methods have been developed. Traditional hazard maps concisely present the probabilistic frequency and magnitude of nat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bbc6988cef7feff54a15117a8e7e64b
https://doi.org/10.1007/978-3-319-29713-2_2
https://doi.org/10.1007/978-3-319-29713-2_2
Autor:
George Deodatis, Manuel J. Miranda
Publikováno v:
Journal of Engineering Mechanics. 138:1165-1185
A Monte Carlo–based methodology is introduced as a generalization of the variability response function (VRF) concept, applicable to both statically determinate and indeterminate beam structures with possibly large stochastic variations of parameter
Publikováno v:
Life-Cycle of Civil Engineering Systems ISBN: 9781138001206
Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management
Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d933fe59afa6d71c9a95c47ecbd77741
https://doi.org/10.1201/b17618-118
https://doi.org/10.1201/b17618-118
Autor:
Paolo Bocchini, Manuel J. Miranda
Publikováno v:
Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures ISBN: 9781138000865
Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures
Scopus-Elsevier
Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c133b0cdcb3f1e6b424292907b4a0978
https://doi.org/10.1201/b16387-403
https://doi.org/10.1201/b16387-403
Publikováno v:
Volume 8: Seismic Engineering.
The licensing framework established by the U.S. Nuclear Regulatory Commission under Title 10 of the Code of Federal Regulations (10 CFR) Part 52, “Licenses, Certifications, and Approvals for Nuclear Power Plants,” provides requirements for standa
Publikováno v:
Volume 8: Seismic Engineering.
The licensing framework established by the U.S. Nuclear Regulatory Commission under Title 10 of the Code of Federal Regulations (10 CFR) Part 52, “Licenses, Certifications, and Approvals for Nuclear Power Plants,” provides requirements for standa
Publikováno v:
ASME 2010 Pressure Vessels and Piping Conference: Volume 8.
The 100-40-40 rule is often used with the response spectrum analysis method to determine the maximum seismic responses from structural responses resulting from the three spatial earthquake components. This rule has been referenced in several recent D