Profile Seismological Measurement during Winding Tower Demolition
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F14%3A00433764" target="_blank" >RIV/68145535:_____/14:00433764 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.5593/sgem2014B11" target="_blank" >http://dx.doi.org/10.5593/sgem2014B11</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2014B11" target="_blank" >10.5593/sgem2014B11</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Profile Seismological Measurement during Winding Tower Demolition
Popis výsledku v původním jazyce
This paper describes experimental measurements of seismic effect originated during demolition of a reinforced-concrete winding tower in the area of former company ?Rudné doly in Zlaté Hory (the Czech Republic). Seismological measurement was performed onthe profile of 250 m long for the purpose to obtain the information on the effect of vibration in the near zone. Recorded wave patterns caused by demolition can be divided into three phases - the first phase caused by blasting, the second one caused by settling of a separate part of the tower to its foundations and gradual tilting, and the third phase caused by falling of a separate part of the tower to the ground. Significant harmonic vibration was identified during the second phase of demolition. In order to get more detailed information on the source of recorded harmonic vibration during second phase, analysis of resonance frequency of soil layers along the profile of the length of 210 m was performed. Experimental measurement of sei
Název v anglickém jazyce
Profile Seismological Measurement during Winding Tower Demolition
Popis výsledku anglicky
This paper describes experimental measurements of seismic effect originated during demolition of a reinforced-concrete winding tower in the area of former company ?Rudné doly in Zlaté Hory (the Czech Republic). Seismological measurement was performed onthe profile of 250 m long for the purpose to obtain the information on the effect of vibration in the near zone. Recorded wave patterns caused by demolition can be divided into three phases - the first phase caused by blasting, the second one caused by settling of a separate part of the tower to its foundations and gradual tilting, and the third phase caused by falling of a separate part of the tower to the ground. Significant harmonic vibration was identified during the second phase of demolition. In order to get more detailed information on the source of recorded harmonic vibration during second phase, analysis of resonance frequency of soil layers along the profile of the length of 210 m was performed. Experimental measurement of sei
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/GP13-07027P" target="_blank" >GP13-07027P: Studium seizmických charakteristik základových půd s využitím frekvenční analýzy vibračních projevů</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
SGEM- 14th International Multidisciplinary Scientific Geoconference
ISBN
978-619-7105-07-0
ISSN
1314-2704
e-ISSN
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Počet stran výsledku
8
Strana od-do
565-572
Název nakladatele
SGEM
Místo vydání
Albena
Místo konání akce
Albena
Datum konání akce
17. 6. 2014
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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