All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

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

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • 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