Improving the design of the earthquake-proof suspension building
The proposal for improving the constructive scheme of the supporting frame of the suspension building has been considered. The strains in its bearing elements due to earthquakes are significantly less than in the traditional cantilever buildings. In former schemes the vertical components of strains...
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Online Access: | https://doi.org/10.1051/e3sconf/20183601001 |
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doaj-d82baa302b0c4bf7a77c99abba7fdc532021-02-02T08:00:19ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01360100110.1051/e3sconf/20183601001e3sconf_big2018_01001Improving the design of the earthquake-proof suspension buildingAzizov TaliatJurkowska NadziejaThe proposal for improving the constructive scheme of the supporting frame of the suspension building has been considered. The strains in its bearing elements due to earthquakes are significantly less than in the traditional cantilever buildings. In former schemes the vertical components of strains develop during horizontal oscillations of the grounds. This disadvantage has been eliminated now. It is shown that in the improved design of the structure under the earthquake the vertical component of vibrations is practically absent, due to arrangement of the suspension device strictly vertically. The numerical data for calculation results with variation of some characteristics of the supporting frame and suspensions have been shown in order to allow adjusting the dynamic strains at the vibrations of the base. The scheme for installation the vertical elements of the frame have been proposed. Its usage will allow to build the high-rise suspension buildings.https://doi.org/10.1051/e3sconf/20183601001suspension buildingseismic safetydynamic forcesLagrange's equations of the second kind |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Azizov Taliat Jurkowska Nadzieja |
spellingShingle |
Azizov Taliat Jurkowska Nadzieja Improving the design of the earthquake-proof suspension building E3S Web of Conferences suspension building seismic safety dynamic forces Lagrange's equations of the second kind |
author_facet |
Azizov Taliat Jurkowska Nadzieja |
author_sort |
Azizov Taliat |
title |
Improving the design of the earthquake-proof suspension building |
title_short |
Improving the design of the earthquake-proof suspension building |
title_full |
Improving the design of the earthquake-proof suspension building |
title_fullStr |
Improving the design of the earthquake-proof suspension building |
title_full_unstemmed |
Improving the design of the earthquake-proof suspension building |
title_sort |
improving the design of the earthquake-proof suspension building |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2018-01-01 |
description |
The proposal for improving the constructive scheme of the supporting frame of the suspension building has been considered. The strains in its bearing elements due to earthquakes are significantly less than in the traditional cantilever buildings. In former schemes the vertical components of strains develop during horizontal oscillations of the grounds. This disadvantage has been eliminated now. It is shown that in the improved design of the structure under the earthquake the vertical component of vibrations is practically absent, due to arrangement of the suspension device strictly vertically. The numerical data for calculation results with variation of some characteristics of the supporting frame and suspensions have been shown in order to allow adjusting the dynamic strains at the vibrations of the base. The scheme for installation the vertical elements of the frame have been proposed. Its usage will allow to build the high-rise suspension buildings. |
topic |
suspension building seismic safety dynamic forces Lagrange's equations of the second kind |
url |
https://doi.org/10.1051/e3sconf/20183601001 |
work_keys_str_mv |
AT azizovtaliat improvingthedesignoftheearthquakeproofsuspensionbuilding AT jurkowskanadzieja improvingthedesignoftheearthquakeproofsuspensionbuilding |
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1724298076392259584 |