Evaluating Proxy-Based Site Response in Israel

Author:

Baram Almog1,Yagoda-Biran Gony2,Kamai Ronnie3

Affiliation:

1. Department of Geological and Environmental Sciences, Ben-Gurion University of the Negev, Beer-Sheva, Israel

2. Division of Geological Hazards, Geological Survey of Israel, Jerusalem, Israel

3. Department of Structural Engineering, Ben-Gurion University of the Negev, Beer-Sheva, Israel

Abstract

ABSTRACT Three alternative site-response models are developed, using two complementing predictors, accounting for both stiffness and depth effects. The analysis is based on a large database of velocity profiles and their associated calculated amplifications with respect to the local generic rock profile. The frequency of peak amplification—fpeak—is chosen to supplement VS30, after considering the predictability of eight different site proxies. The suggested models are continuous in terms of spectral periods as well as in terms of their predictor parameters—VS30 and fpeak. Model performance is evaluated in terms of the reduction in variability. For example, for a spectral period of T=0.5  s, using either one of the suggested models reduces the amplification variability from 0.4 to 0.18, whereas using VS30 alone reduces it only to 0.24. This improvement suggests that the addition of fpeak is a significant improvement in the midperiod range.

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Engineering-oriented ground-motion model for Israel;Bulletin of Earthquake Engineering;2023-02-18

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