CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY

The study of seismic loading on buildings and structures caused by technical seismicity has intensified due to increase in loads. Loads are of interest not only for existing structures but they must be checked as partof an entire documentation project for new relevant buildings or for planned buildi...

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Main Authors: Lednická Markéta, Luňáčková Barbara, Kaláb Zdeněk, Hrubešová Eva, Kořínek Robert
Format: Article
Language:English
Published: Universidad Nacional de Colombia 2006-08-01
Series:Earth Sciences Research Journal
Online Access:http://www.revistas.unal.edu.co/index.php/esrj/article/view/21233
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spelling doaj-bfcbb0469cbb4f5085df19940e2a72b62020-11-25T01:50:59ZengUniversidad Nacional de ColombiaEarth Sciences Research Journal1794-61902006-08-01101714CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDYLednická MarkétaLuňáčková BarbaraKaláb ZdeněkHrubešová EvaKořínek RobertThe study of seismic loading on buildings and structures caused by technical seismicity has intensified due to increase in loads. Loads are of interest not only for existing structures but they must be checked as partof an entire documentation project for new relevant buildings or for planned building reconstruction.The regions of Ostrava and Karviná were selected for study. The main reasons of our choice are the simultaneous occurrence of different types of technical seismicity: Mining induced seismicity, trafficvibrations, industrial activity effects, etc., and the existence of suitable structures for experimental measurement in this area. Individual buildings require different approaches for evaluation of their seismicload according to actual Czech technical standards.The most suitable set for initial studies will be a group of selected buildings and structures meeting the most rigorous criteria for judging the seismic loading. Reliable measurements from analyzed buildingsand structures are available for experimental work in the area. The number of places for experimental measurements will decrease after comparation with information of actual seismic loads caused by certaintype of technical seismicity in this area. The result of this evaluation will be the so-called maps of clashes of opinions, which should help to choose the measurement area and suitable structures.http://www.revistas.unal.edu.co/index.php/esrj/article/view/21233
collection DOAJ
language English
format Article
sources DOAJ
author Lednická Markéta
Luňáčková Barbara
Kaláb Zdeněk
Hrubešová Eva
Kořínek Robert
spellingShingle Lednická Markéta
Luňáčková Barbara
Kaláb Zdeněk
Hrubešová Eva
Kořínek Robert
CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
Earth Sciences Research Journal
author_facet Lednická Markéta
Luňáčková Barbara
Kaláb Zdeněk
Hrubešová Eva
Kořínek Robert
author_sort Lednická Markéta
title CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
title_short CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
title_full CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
title_fullStr CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
title_full_unstemmed CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITY EFFECT ON BUILDINGS - CASE STUDY
title_sort contribution to evaluation of technical seismicity effect on buildings - case study
publisher Universidad Nacional de Colombia
series Earth Sciences Research Journal
issn 1794-6190
publishDate 2006-08-01
description The study of seismic loading on buildings and structures caused by technical seismicity has intensified due to increase in loads. Loads are of interest not only for existing structures but they must be checked as partof an entire documentation project for new relevant buildings or for planned building reconstruction.The regions of Ostrava and Karviná were selected for study. The main reasons of our choice are the simultaneous occurrence of different types of technical seismicity: Mining induced seismicity, trafficvibrations, industrial activity effects, etc., and the existence of suitable structures for experimental measurement in this area. Individual buildings require different approaches for evaluation of their seismicload according to actual Czech technical standards.The most suitable set for initial studies will be a group of selected buildings and structures meeting the most rigorous criteria for judging the seismic loading. Reliable measurements from analyzed buildingsand structures are available for experimental work in the area. The number of places for experimental measurements will decrease after comparation with information of actual seismic loads caused by certaintype of technical seismicity in this area. The result of this evaluation will be the so-called maps of clashes of opinions, which should help to choose the measurement area and suitable structures.
url http://www.revistas.unal.edu.co/index.php/esrj/article/view/21233
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