Site parameters applied in NGA-Sub database

SK Ahdi, DY Kwak, TD Ancheta… - Earthquake …, 2022 - journals.sagepub.com
NGA-Sub data resources are organized into a relational database. We describe the Site
table within that database structure, which contains metadata for 6502 stations that have …

Geostatistical Framework for Estimation of in Data‐Scarce Regions

CEL Gilder, R De Risi, F De Luca… - Bulletin of the …, 2022 - pubs.geoscienceworld.org
The time‐averaged shear‐wave velocity in the upper 30 m (VS 30) is widely used as a proxy
for site characterization in building codes. Regional estimations of VS 30 often use either …

Regional terrain-based VS30 prediction models for China

Y Zhang, Y Ren, R Wen, H Wang, K Ji - Earth, Planets and Space, 2023 - Springer
Time-averaged shear-wave velocity to 30 m (VS 30) is commonly used in ground motion
models as a parameter for evaluating site effects. This study used a collection of boreholes …

Evaluation of Site Terms for Ground‐Motion Models for South America

CI Pinilla‐Ramos… - Bulletin of the …, 2024 - pubs.geoscienceworld.org
The time‐averaged shear‐wave velocity in the top 30 m, VS 30, is used to represent the site
condition in many ground‐motion models (GMMs). Regionalized GMMs account for regional …

[图书][B] Characteristics of Subduction Zone Ground Motions with an Emphasis on Latin America

VAC Luarte - 2022 - search.proquest.com
For engineering design and seismic risk assessments, earthquake ground motions are
characterized using intensity measures such as peak acceleration or spectral accelerations …

[PDF][PDF] Regional terrain-based V

Y Zhang, Y Ren, R Wen, H Wang, K Ji - 2023 - earth-planets-space.springeropen …
Time-averaged shear-wave velocity to 30 m (VS30) is commonly used in ground motion
models as a parameter for evaluating site effects. This study used a collection of boreholes …

[图书][B] An improved framework for the analysis and dissemination of seismic site characterization data at varying resolutions

SK Ahdi - 2018 - search.proquest.com
The most commonly used parameter for representing site conditions for ground motion
studies is the time-averaged shear-wave velocity in the upper 30 m, or VS 30. While it is …