Results 71 to 80 of about 1,629,358 (124)

CCEER-16-04: Post-earthquake Assessment of Nevada Bridges using ShakeMap/ShakeCast

open access: yes, 2016
Report No. CCEER-16-04Post-earthquake capacity of Nevada highway bridges is examined through a combination of engineering study and scenario earthquake evaluation.
Biasi, Glenn P.   +2 more
core   +1 more source

The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response. [PDF]

open access: yesBull Earthq Eng, 2021
Atalić J   +4 more
europepmc   +1 more source

Raspberry Shake-Based Rapid Structural Identification of Existing Buildings Subject to Earthquake Ground Motion: The Case Study of Bucharest. [PDF]

open access: yesSensors (Basel), 2022
Özcebe AG   +11 more
europepmc   +1 more source

Seismic risk assessment and hotspots prioritization: a developing country perspective. [PDF]

open access: yesNat Hazards (Dordr), 2023
Asad R   +4 more
europepmc   +1 more source

ShakeMap-EU: an update on the shakemap service in Europe

open access: yes, 2023
Haslinger, Florian; id_orcid   +27 more
core   +1 more source

Class of efficient algorithms for stochastic seismic ground motions, A

open access: yes, 2016
Includes bibliographical references.2016 Summer.Modeling the spatial correlation of ground motion residuals, caused by coherent contributions from source, path, and site, can provide valuable loss and hazard information, as well as a more realistic ...
Verros, Sarah A.
core  

Post-Earthquake Assessment of Nevada Bridges Using ShakeMap/ShakeCast

open access: yes
016508582016PDFTech ReportReport No. 122-12-803;CCEER-16-04Earthquake resistant designEvaluation and assessmentForecastingHighway bridgesRisk assessmentSeismicityHAZUS (Computer model)ShakeCast (Software)ShakeMap (Software)United StatesNevadaNevada. Dept.

core  

Hillslope memory of sequential earthquakes. [PDF]

open access: yesSci Adv
Wang X   +8 more
europepmc   +1 more source

Damage‐informed ground motion and semi‐empirical fragility assessment

open access: yes
Calibrating parametric fragility curves via empirical damage data is one of the standard approaches to derive seismic structural vulnerability models. Fragilities based on empirical data require the characterization of the ground motion (GM) intensity at
Iervolino, Iunio   +3 more
core   +1 more source

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