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Spatially correlated Vs30 estimation in the Beijing area [PDF]

open access: yesFrontiers in Earth Science, 2023
Beijing is an international metropolis, that is also an earthquake-prone city. The aims of this study are detailed quantifying and qualifying soil layer properties for an accurate seismic safety evaluation in the Beijing area. The time average shear-wave
Wenxin Liu
exaly   +5 more sources

Vs30 Estimate for Southwest China [PDF]

open access: yesInternational Journal of Geophysics, 2016
Several methods were used to estimate Vs30 from site profiles with borehole depths of about 20 m for the strong-motion stations located in Southwest China.
Yan Yu   +3 more
doaj   +3 more sources

Regional characterization of vs30 with hybrid geotechnical and geological data

open access: yesUnderground Space, 2023
Regional characterization of soil properties requires not only geostatistical models considering the spatial variability of soil properties but also methods that account for various sources of heterogeneous information.
Wenxin Liu   +3 more
doaj   +3 more sources

A National VS30 Model for South Korea to Combine Nationwide Dense Borehole Measurements With Ambient Seismic Noise Analysis

open access: yesEarth and Space Science, 2022
The average shear‐wave velocity within the top 30 m from the surface, VS30, represents site characteristics including the soil classification and site amplification that are essential information for building codes and seismic design.
Byeongwoo Kim, Tae-Kyung Hong
exaly   +2 more sources

Estimation of V S30 using shallow depth time-averaged shear wave velocity of Rawalpindi–Islamabad, Pakistan

open access: yesGeomatics, Natural Hazards and Risk, 2023
The time-averaged shear wave velocity of top 30 m (VS30) is the most commonly used parameter to classify a site and evaluate its amplification characteristics for the seismic design.
Muhammad Bilal Adeel   +2 more
exaly   +3 more sources

Assessment of a Fast Proxy of Vs30 (Vs30m)

open access: yesSustainability, 2022
The most frequent parameter used to quantify seismic site response in ground motion models is time-averaged shear wave velocity in the top 30 m of a site (Vs30), used by many engineering design codes and most recently by published empirical-scaling equations to estimate the amplitudes of strong ground motion.
Umar Zada   +2 more
exaly   +2 more sources

Methodology and Assessment of Proxy-Based Vs30 Estimation in Sichuan Province, China

open access: yesInternational Journal of Disaster Risk Science, 2020
Although time-averaged shear wave velocity to the depth of 30 m (Vs30) is an important indicator of earthquake site effects, it is difficult to obtain.
Jifu Liu, Lanlan Guo, Wu Wen
exaly   +2 more sources

Vs30 and depth to bedrock estimates from integrating HVSR measurements and geology-slope approach in the Oslo area, Norway

open access: yesFrontiers in Earth Science, 2023
In order to estimate well-constrained seismic hazard and risk on local scales, the knowledge of site amplification factors is one of several important requirements.
Federica Ghione   +2 more
exaly   +3 more sources

Dual-proxy estimation of Vs30: the case study of the Marche Region (central Italy)

open access: yesJournal of Maps
This study focuses on generating a shear-wave velocity averaged within the uppermost 30 m of the ground surface (Vs30) map for the Marche region (central Italy) using two commonly acknowledged proxies: topographic slope and lithological classification ...
Emanuele Tondi   +2 more
exaly   +3 more sources

STUDY ON SITE CONDITIONS BASED ON TOPOGRAPHIC SLOPE [PDF]

open access: yesThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 2018
The travel-time averaged shear-wave velocity to a depth of 30m (Vs30) below the Earth’s surface is widely used to classify sites in many building codes. Vs30 is also used to estimate site classification in recent ground-motion prediction equations (GMPEs)
X. Wu, X. Wang, X. Yuan, M. Chen, A. Dou
doaj   +1 more source

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