Results 1 to 10 of about 1,556 (206)
Spatially correlated Vs30 estimation in the Beijing area [PDF]
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]
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
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
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
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)
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
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
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)
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]
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

