SK Ahdi, JP Stewart, TD Ancheta… - Bulletin of the …, 2017 - pubs.geoscienceworld.org
Abstract Models for ergodic site response are frequently conditioned on time‐averaged shear‐wave velocity in the upper 30 m of a site (VS 30). However, in the Pacific Northwest …
Ground motion models (GMMs) are used to predict ground motion intensity measures given parameters descriptive of source, path, and site conditions. These GMMs incorporate …
B Hassani, GM Atkinson - Bulletin of the Seismological …, 2018 - pubs.geoscienceworld.org
We modified the simulation‐based generic ground‐motion prediction equation (GMPE) model proposed by to enable adjustments for the near‐surface attenuation parameter …
TI Allen - Bulletin of the Seismological Society of America, 2022 - pubs.geoscienceworld.org
The Australian territory is just over 400 km from an active convergent plate margin with the collision of the Sunda–Banda Arc with the Precambrian and Palaeozoic Australian …
The NGA-Subduction site database, which is currently in development, contains information on site condition and instrument housing for 5520 strong motion stations with recordings that …
This paper presents the organizational structure (schema) of the next-generation liquefaction (NGL) relational database. The schema describes the tables, fields, and …
The time-averaged shear wave velocity in the upper 30 m (VS30) is commonly used as a parameter representing site conditions for ground motion model development. While it is …
The Next-Generation Liquefaction (NGL) database is an open-source, global database of liquefaction and non-ground failure case-histories. The database is part of a multi-year …
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 …