Progressive collapse of multistory 3D reinforced concrete frame structures after the loss of an edge column
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F22%3A00553562" target="_blank" >RIV/68378297:_____/22:00553562 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1080/15732479.2020.1841245" target="_blank" >https://doi.org/10.1080/15732479.2020.1841245</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1080/15732479.2020.1841245" target="_blank" >10.1080/15732479.2020.1841245</a>
Alternative languages
Result language
angličtina
Original language name
Progressive collapse of multistory 3D reinforced concrete frame structures after the loss of an edge column
Original language description
Due to the frequent occurrence of natural disasters and terrorist attacks, research on resisting progressive collapse has attracted increasing attention from the engineering and academic communities. Numerous experimental studies conducted in recent decades have focussed on single-story 3D structures, however, there are many differences between single-story 3D structures and multistory 3D frames due to spatial effects. Therefore, a 1-bay-by-2-bay two-story reinforced concrete (RC) frame with the loss of one edge column was constructed, tested and analysed in this study. The collapse phenomena, load-displacement curves, lateral displacements and axial load distributions were recorded and discussed. Furthermore, the effect of the slab on the progressive collapse resistance of the multistory 3D frame without one bottom edge column was investigated using ABAQUS software. Moreover, a previously presented dynamic resistance model was modified in this article, and the contributions of the beams and slabs to the progressive collapse resistance of the multistory 3D frame were theoretically analysed. The slabs and beams in these frames could contribute approximately 1/3 and 2/3 of the load resistance, respectively.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Structure and Infrastructure Engineering
ISSN
1573-2479
e-ISSN
1744-8980
Volume of the periodical
18
Issue of the periodical within the volume
2
Country of publishing house
GB - UNITED KINGDOM
Number of pages
17
Pages from-to
249-265
UT code for WoS article
000612459200001
EID of the result in the Scopus database
2-s2.0-85100060960