Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction
The problems of optimization of reinforced concrete structures are considered taking into account their properties and features under fire impacts and dynamic loading. Experimental data on the dynamic strength of concrete and reinforcement under fire impacts and their approximation in analytical for...
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2017-01-01
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Online Access: | https://doi.org/10.1051/matecconf/201711700163 |
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doaj-8b9a9a351b1e4dbe9ab7f390be3e12e22021-02-02T04:09:44ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011170016310.1051/matecconf/201711700163matecconf_rsp2017_00163Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destructionTampazyan Ashot0Zubareva Svetlana1Moscow state university of Civil EngineeringMoscow state university of Civil EngineeringThe problems of optimization of reinforced concrete structures are considered taking into account their properties and features under fire impacts and dynamic loading. Experimental data on the dynamic strength of concrete and reinforcement under fire impacts and their approximation in analytical form are presented. It is shown that the dynamic strength of materials at temperatures above 3500С leads to their sharp decrease, which adversely affects the resistance of buildings to progressive destruction. To resist the progressive destruction of buildings and structures, they require a high cost of providing them, which in most cases is inefficient. The search method is proposed, which allows taking into account a set of constraints, and the objective function, including the risk of collapse, to find the optimal solution. On the example of a reinforced concrete bezel plate of overlap, its optimum parameters are found.https://doi.org/10.1051/matecconf/201711700163Optimization, objective functionconstraint systemrisk analysissearch methodprogressive destructionfire effectsdynamic impactdynamic coefficientbeamless slab |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Tampazyan Ashot Zubareva Svetlana |
spellingShingle |
Tampazyan Ashot Zubareva Svetlana Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction MATEC Web of Conferences Optimization, objective function constraint system risk analysis search method progressive destruction fire effects dynamic impact dynamic coefficient beamless slab |
author_facet |
Tampazyan Ashot Zubareva Svetlana |
author_sort |
Tampazyan Ashot |
title |
Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
title_short |
Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
title_full |
Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
title_fullStr |
Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
title_full_unstemmed |
Optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
title_sort |
optimal design of reinforced concrete structures taking into account the particular calculation for progressive destruction |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2017-01-01 |
description |
The problems of optimization of reinforced concrete structures are considered taking into account their properties and features under fire impacts and dynamic loading.
Experimental data on the dynamic strength of concrete and reinforcement under fire impacts and their approximation in analytical form are presented. It is shown that the dynamic strength of materials at temperatures above 3500С leads to their sharp decrease, which adversely affects the resistance of buildings to progressive destruction.
To resist the progressive destruction of buildings and structures, they require a high cost of providing them, which in most cases is inefficient. The search method is proposed, which allows taking into account a set of constraints, and the objective function, including the risk of collapse, to find the optimal solution.
On the example of a reinforced concrete bezel plate of overlap, its optimum parameters are found. |
topic |
Optimization, objective function constraint system risk analysis search method progressive destruction fire effects dynamic impact dynamic coefficient beamless slab |
url |
https://doi.org/10.1051/matecconf/201711700163 |
work_keys_str_mv |
AT tampazyanashot optimaldesignofreinforcedconcretestructurestakingintoaccounttheparticularcalculationforprogressivedestruction AT zubarevasvetlana optimaldesignofreinforcedconcretestructurestakingintoaccounttheparticularcalculationforprogressivedestruction |
_version_ |
1724306347655168000 |