Possibility od software applicability for dynamic problem modeling
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F06%3A00013441" target="_blank" >RIV/61989100:27120/06:00013441 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Modelování dynamických vlivů odstřelu na napěťo-deformační stav svahového tělesa
Original language description
Software system Plaxis which is possible to be used for creation of computing models of seismic generation will be specified in this article. Principles of dynamic analysis can be divided into two basic types; the source of dynamic load is either one-point source of vibrations or an earthquake. For an example the influence of quarry blasts (brown coal quarry in Northern Bohemia) was modelled with use of Plaxis system on stability and stress-deformation state of reverse slopes to define correlation withdistances between the source of vibration and position of the slope. This problem was solved as an axially symmetric task. Reverse slopes are stable according to the model using dynamic load (coefficient of stability F=1.4).
Czech name
Modelování dynamických vlivů odstřelu na napěťo-deformační stav svahového tělesa
Czech description
Software system Plaxis which is possible to be used for creation of computing models of seismic generation will be specified in this article. Principles of dynamic analysis can be divided into two basic types; the source of dynamic load is either one-point source of vibrations or an earthquake. For an example the influence of quarry blasts (brown coal quarry in Northern Bohemia) was modelled with use of Plaxis system on stability and stress-deformation state of reverse slopes to define correlation withdistances between the source of vibration and position of the slope. This problem was solved as an axially symmetric task. Reverse slopes are stable according to the model using dynamic load (coefficient of stability F=1.4).
Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/1M0579" target="_blank" >1M0579: Centre for Integrated Design of Advanced Structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2006
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava, řada stavební
ISSN
1213-1962
e-ISSN
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Volume of the periodical
6
Issue of the periodical within the volume
1
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
7
Pages from-to
65-71
UT code for WoS article
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EID of the result in the Scopus database
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