Results 201 to 210 of about 2,932,998 (280)
An engineering-informed voting ensemble framework for rapid seismic risk screening of reinforced concrete structures. [PDF]
Pürsünlü Ö +3 more
europepmc +1 more source
Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are ...
Ahsana Parammal Vatteri +23 more
wiley +1 more source
Selective Trace Mix: A New Processing Tool to Enhance Seismic Imaging of Complex Subsurface Structures. [PDF]
Rashed M +4 more
europepmc +1 more source
Influence of Site Amplification Approaches in PSRA: Insights From Five Different Cities
Regional and national seismic hazard models used in probabilistic seismic risk analysis often rely on generalized proxy‐based site terms to account for ground shaking amplification. This can result in coarse representations of site response, which can introduce bias or additional uncertainty in the associated risk results.
Julián Montejo +3 more
wiley +1 more source
Quantifying subsurface fracture damage in glaciers using fiber-optic seismology. [PDF]
Hudson TS +6 more
europepmc +1 more source
The U.S. Atlantic and Gulf Coastal Plain (CP) sediments are kilometers‐thick, low‐velocity deposits underlain by high‐velocity bedrock that create regional patterns of amplification and attenuation of ground motions. Capturing these effects is challenging because of the limited subsurface information available, particularly the shear wave velocity (VS)
Cassie Gann‐Phillips +5 more
wiley +1 more source
Deep-learning-based construction of a high-resolution earthquake catalog for the 2023 Jishishan [Formula: see text] 6.2 earthquake sequence. [PDF]
Zhang S, Niu Y, Wen Z, Zhang F, Wang J.
europepmc +1 more source
In the aftermath of a large earthquake, several practical constraints affect the systematic collection of data for assessing building damage. The available data are therefore typically incomplete, frequently missing key information such as the type of construction, age and geographic location.
Max Anderson Loake, Kishor S. Jaiswal
wiley +1 more source
Predicting seismic-induced liquefaction potential of gravelly soils using dynamic penetration case histories. [PDF]
Onyia M +8 more
europepmc +1 more source
This study presents the computational components and workflow developed to conduct probabilistic seismic hazard analysis (PSHA) in New Zealand (NZ) using physics‐based ground‐motion simulations, referred to as “CyberShake NZ.” Semi‐automated procedures generate multiple realizations of kinematic rupture models, create rupture‐specific velocity models ...
Brendon A. Bradley +5 more
wiley +1 more source

