Nonlinear Ground Response at Lotung LSST Site
نویسندگان
چکیده
منابع مشابه
Influence of Ground Motion Duration on the Structural Response at Multiple Seismic Intensity Levels
This paper aims to investigate the effects of motion duration on the structural seismic demands, seeking potential correlations between motion durations and structural responses at several seismic intensity levels. Three seismic intensity levels with 100years, 475years, and 2475years earthquake return periods (RPs) are first considered for correlation computations. Spectrally matched ground mot...
متن کاملMeasurements of volatile organic compounds at a suburban ground site
Introduction Conclusions References
متن کاملConsistency of Ground-Motion Estimates Made using System Identification
This article isolates the systematic effects of the soil profile on earthquake ground motions recorded at vertical seismic arrays. An empirical Green’s function is calculated for a soil interval between two sensors in a vertical array. The estimation technique used here falls into the category of site-response estimates but differs from the standard spectral ratio methods in that an extended We...
متن کاملNonlinear Analysis on Seismic Site Response of Fuzhou Basin, China
Based on the parallel computing cluster platform of the ABAQUS software, a large-scale 2D finite-element refined nonlinear modeling approach was used to study seismic site effects in the Fuzhou basin, such as peak ground acceleration (PGA), spectral acceleration, duration, and acceleration transfer functions. A 1D equivalent linear wave propagation analysis was conducted also, with Proshake for...
متن کاملVS30, slope, H800 and f0: performance of various site-condition proxies in reducing ground-motion aleatory variability and predicting nonlinear site response
The aim of this paper is to investigate the ability of various site‐condition proxies (SCPs) to reduce ground‐motion aleatory variability and evaluate how SCPs capture nonlinearity site effects. The SCPs used here are time‐averaged shear‐wave velocity in the top 30 m (VS30), the topographical slope (slope), the fundamental resonance frequency (f0) and the depth beyond which Vs exceeds 800 m/s (...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Geotechnical and Geoenvironmental Engineering
سال: 1999
ISSN: 1090-0241,1943-5606
DOI: 10.1061/(asce)1090-0241(1999)125:3(187)