Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania

Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania

Highlights The Vrancea earthquake of March 1977 was the most damaging event in Romania in the XXth century; The largest collapse ratio (0.0067) among the analysed structures was observed for RC silos; No collapses were observed for multi-storey industrial buildings and large panels structures; Very...

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Bibliographic Details
Main Author: Florin Pavel
Format: Article
Language:English
Published: Springer 2021-04-01
Series:SN Applied Sciences
Subjects:
Vrancea earthquakes
RC structures
Collapse rate
Seismic code
Base shear coefficient
Online Access:https://doi.org/10.1007/s42452-021-04520-9
id doaj-f0645a90601d4b89a0ef9ce817de5ce2
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spelling doaj-f0645a90601d4b89a0ef9ce817de5ce22021-04-04T11:19:39ZengSpringerSN Applied Sciences2523-39632523-39712021-04-01351510.1007/s42452-021-04520-9Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for RomaniaFlorin Pavel0Technical University of Civil Engineering BucharestHighlights The Vrancea earthquake of March 1977 was the most damaging event in Romania in the XXth century; The largest collapse ratio (0.0067) among the analysed structures was observed for RC silos; No collapses were observed for multi-storey industrial buildings and large panels structures; Very small collapse ratios were noticed for residential RC high-rise structures built in the ‘60s and ‘70shttps://doi.org/10.1007/s42452-021-04520-9Vrancea earthquakesRC structuresCollapse rateSeismic codeBase shear coefficient
collection DOAJ
language English
format Article
sources DOAJ
author Florin Pavel
spellingShingle Florin Pavel
Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
SN Applied Sciences
Vrancea earthquakes
RC structures
Collapse rate
Seismic code
Base shear coefficient
author_facet Florin Pavel
author_sort Florin Pavel
title Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
title_short Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
title_full Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
title_fullStr Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
title_full_unstemmed Collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for Romania
title_sort collapse rates of reinforced concrete structures during large magnitude earthquakes: case study for romania
publisher Springer
series SN Applied Sciences
issn 2523-3963
2523-3971
publishDate 2021-04-01
description Highlights The Vrancea earthquake of March 1977 was the most damaging event in Romania in the XXth century; The largest collapse ratio (0.0067) among the analysed structures was observed for RC silos; No collapses were observed for multi-storey industrial buildings and large panels structures; Very small collapse ratios were noticed for residential RC high-rise structures built in the ‘60s and ‘70s
topic Vrancea earthquakes
RC structures
Collapse rate
Seismic code
Base shear coefficient
url https://doi.org/10.1007/s42452-021-04520-9
work_keys_str_mv AT florinpavel collapseratesofreinforcedconcretestructuresduringlargemagnitudeearthquakescasestudyforromania
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