Prefabricated Planar Structure of a Multi-Storey Building Exposed to Cyclic Load and Engineering Seismicity

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00161951" target="_blank" >RIV/68407700:21110/09:00161951 - 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

Prefabricated Planar Structure of a Multi-Storey Building Exposed to Cyclic Load and Engineering Seismicity

Popis výsledku v původním jazyce

The paper presents results of an experimental and theoretical analysis of the response of a prefabricated wall structure of a multi-storey building to technical seismicity effects. The experimental investigation employed a model of a seven-storey carrying prefabricated wall structure of a prefabricated panel building in the scale of 1:3. The model of the prefabricated structure was gradually exposed to eight loading states, including the cyclic and monotonously rising loading. The cyclic load induced byTira-vib electrodynamic exciter simulated technical seismicity effects. The drop of stiffness of the prefabricated system was monitored in the first place by measuring relative displacements between the wall units and the deformation of the whole systemin horizontal, as well as vertical direction

Název v anglickém jazyce

Prefabricated Planar Structure of a Multi-Storey Building Exposed to Cyclic Load and Engineering Seismicity

Popis výsledku anglicky

The paper presents results of an experimental and theoretical analysis of the response of a prefabricated wall structure of a multi-storey building to technical seismicity effects. The experimental investigation employed a model of a seven-storey carrying prefabricated wall structure of a prefabricated panel building in the scale of 1:3. The model of the prefabricated structure was gradually exposed to eight loading states, including the cyclic and monotonously rising loading. The cyclic load induced byTira-vib electrodynamic exciter simulated technical seismicity effects. The drop of stiffness of the prefabricated system was monitored in the first place by measuring relative displacements between the wall units and the deformation of the whole systemin horizontal, as well as vertical direction

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2009

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the Fifth International Structual Engineering and Construction Conference

ISBN

978-0-415-56809-8

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

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Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden

Místo konání akce

Las Vegas

Datum konání akce

21. 9. 2009

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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