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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Autores:
Lednická, Markéta
Luňáčková, Barbara
Kaláb, Zdeněk
Hrubešová, Eva
Kořínek, Robert
Tipo de recurso:
Article of journal
Fecha de publicación:
2006
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/34036
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/34036
http://bdigital.unal.edu.co/24116/
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openAccess
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Atribución-NoComercial 4.0 Internacional
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Lednická, Markétaf39fd797-3c76-4cb0-9789-5e17c127ea5d300Luňáčková, Barbarafda04ba4-ca42-4e07-9cf0-408a94258b49300Kaláb, Zdeněk5694a7e1-0bf3-464c-83e4-926f85f470b3300Hrubešová, Eva09638de1-c963-4dfe-b42f-c17282ae7747300Kořínek, Robert6eadc9d6-3c65-4522-affe-4f8db975c3cf3002019-06-27T23:10:40Z2019-06-27T23:10:40Z2006https://repositorio.unal.edu.co/handle/unal/34036http://bdigital.unal.edu.co/24116/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.application/pdfspaUNIVERSIDAD NACIONAL DE COLOMBIAhttp://revistas.unal.edu.co/index.php/esrj/article/view/21233Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research JournalEarth Sciences Research JournalEarth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 2339-3459 1794-6190Lednická, Markéta and Luňáčková, Barbara and Kaláb, Zdeněk and Hrubešová, Eva and Kořínek, Robert (2006) Contribution to evaluation of technical seismicity effect on buildings - case study. Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 2339-3459 1794-6190 .Contribution to evaluation of technical seismicity effect on buildings - case studyArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL21233-72112-1-PB.pdfapplication/pdf7001359https://repositorio.unal.edu.co/bitstream/unal/34036/1/21233-72112-1-PB.pdfc9b0b7aafc05474f0dc612849719c371MD51THUMBNAIL21233-72112-1-PB.pdf.jpg21233-72112-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg7575https://repositorio.unal.edu.co/bitstream/unal/34036/2/21233-72112-1-PB.pdf.jpge5cab327956f397b20ed0ac3deeea27bMD52unal/34036oai:repositorio.unal.edu.co:unal/340362022-12-29 23:03:18.971Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv Contribution to evaluation of technical seismicity effect on buildings - case study
title Contribution to evaluation of technical seismicity effect on buildings - case study
spellingShingle 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
dc.creator.fl_str_mv Lednická, Markéta
Luňáčková, Barbara
Kaláb, Zdeněk
Hrubešová, Eva
Kořínek, Robert
dc.contributor.author.spa.fl_str_mv Lednická, Markéta
Luňáčková, Barbara
Kaláb, Zdeněk
Hrubešová, Eva
Kořínek, Robert
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.
publishDate 2006
dc.date.issued.spa.fl_str_mv 2006
dc.date.accessioned.spa.fl_str_mv 2019-06-27T23:10:40Z
dc.date.available.spa.fl_str_mv 2019-06-27T23:10:40Z
dc.type.spa.fl_str_mv Artículo de revista
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url https://repositorio.unal.edu.co/handle/unal/34036
http://bdigital.unal.edu.co/24116/
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dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/esrj/article/view/21233
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research Journal
Earth Sciences Research Journal
dc.relation.ispartofseries.none.fl_str_mv Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 2339-3459 1794-6190
dc.relation.references.spa.fl_str_mv Lednická, Markéta and Luňáčková, Barbara and Kaláb, Zdeněk and Hrubešová, Eva and Kořínek, Robert (2006) Contribution to evaluation of technical seismicity effect on buildings - case study. Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 Earth Sciences Research Journal; Vol. 10, núm. 1 (2006); 7-14 2339-3459 1794-6190 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
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dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
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dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv UNIVERSIDAD NACIONAL DE COLOMBIA
institution Universidad Nacional de Colombia
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