The elasto-plastic response of steel structural members subject to earthquake
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F09%3A00330581" target="_blank" >RIV/68378297:_____/09:00330581 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
The elasto-plastic response of steel structural members subject to earthquake
Original language description
A cumulative damage model has recently proved to solve fatigue problems of steel structures under alternating plastification conditions. For that purpose, the extremely low cycle effect is in accordance with the three parts of damage phenomenon, caused by (i) tensile straining, (ii) ductility exhaustion dutiny cyclic straining, and (iii) crack propagation. The damage owing to the exhaustion mentioned dominates the fatigue damage at the large level of the plastic deformation increase whereas the damage due to crack propagation dominates at the small level of the stated increment.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the sixth International Conference on Behaviour of steel structures in seismic areas (STRESSA 2009)
ISBN
978-0-415-56326-0
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
CRC Press/Balkema
Place of publication
Leiden,Netherlands
Event location
Philadelphia
Event date
Aug 16, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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