Posudzovanie sezmického ohrozenia na diaľnici D1 - Levoča

Abstract

The focus of this paper is refer to deprecation of seismicity and design of incorrect value of the basic seismic acceleration for seismic load computation by geologists. Due to deprecation of the static designer with seismicity assessment by engineering geologist complete new computation of the local seismic response spectra and seismic hazard assessment have been realized. Some of the results are presented in this paper.