Historické objekty Ostravska a Karvinska a jejich seizmické zatížení

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F06%3A00013991" target="_blank" >RIV/61989100:27120/06:00013991 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Historical Buildings in the Ostrava and Karviná Region and Their Seismic Loads

Popis výsledku v původním jazyce

This paper refers to the present state of historical buildings situated in the Karviná and Ostrava region and also to the problems of these buildings caused above all by surface vibrations generated by mining-induced seismicity in the Karviná region andby technical seismicity caused by industrial activities and by transportation in the Ostrava region. Designing earthquake-resistant structures and analyses of structures affected by surface vibrations are governed by standards ČSN 73 0036 Seismic loads of buildings, ČSN EN 1998-1 Design of structures for earthquake resistance and ČSN 73 0040 Loads of technical structures by technical seismicity. In the second part of this paper, these three standards are described and compared. In the last part of the paper, the measured data from the last six years are shown and reviewed, specifically the maximum values of amplitudes of oscillation velocities.

Název v anglickém jazyce

Historical Buildings in the Ostrava and Karviná Region and Their Seismic Loads

Popis výsledku anglicky

This paper refers to the present state of historical buildings situated in the Karviná and Ostrava region and also to the problems of these buildings caused above all by surface vibrations generated by mining-induced seismicity in the Karviná region andby technical seismicity caused by industrial activities and by transportation in the Ostrava region. Designing earthquake-resistant structures and analyses of structures affected by surface vibrations are governed by standards ČSN 73 0036 Seismic loads of buildings, ČSN EN 1998-1 Design of structures for earthquake resistance and ČSN 73 0040 Loads of technical structures by technical seismicity. In the second part of this paper, these three standards are described and compared. In the last part of the paper, the measured data from the last six years are shown and reviewed, specifically the maximum values of amplitudes of oscillation velocities.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

DC - Seismologie, vulkanologie a struktura Země

OECD FORD obor

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Projekt

<a href="/cs/project/GA105%2F04%2F1424" target="_blank" >GA105/04/1424: Odezva technologických konstrukcí a budov na zatížení technickou seismicitou</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2006

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Publications of the Institute of Geophysics Polish Academy of Sciences, M

ISSN

0138-015X

e-ISSN

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Svazek periodika

55

Číslo periodika v rámci svazku

29

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

19

Strana od-do

147-160

Kód UT WoS článku

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EID výsledku v databázi Scopus

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