Calculation of reinforced-concrete frame strength under a simultaneous static cross section load and a column lateral impact
| Parent link: | AIP Conference Proceedings Vol. 1698 : Advanced Materials in Technology and Construction, AMTC-2015.— 2016.— [040007 , 6 p.] |
|---|---|
| Ente Autore: | |
| Altri autori: | , , , , , , , , |
| Riassunto: | Title screen When designing buildings with reinforced concrete that are planned to resist dynamic loads it is necessary to calculate this structural behavior under operational static and emergency impact and blast loads. Calculations of the structures under shock-wave loads can be performed by solving dynamic equations that do not consider static loads. Due to this fact the calculation of reinforced concrete frame under a simultaneous static and dynamic load in full 3d settings becomes a very non trivial and resource consuming problem. This problem can be split into two tasks. The first one is a shock-wave problem that can be solved using software package RANET-3, which allows solving the problem using finite elements method adapted for dynamic task. This method calculates strain-stress state of the material and its dynamic destruction, which is considered as growth and consolidation of micro defects under loading. On the second step the results of the first step are taken as input parameters for quasi static calculation of simultaneous static and dynamic load using finite elements method in AMP Civil Engineering-11. Режим доступа: по договору с организацией-держателем ресурса |
| Lingua: | inglese |
| Pubblicazione: |
2016
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| Soggetti: | |
| Accesso online: | http://dx.doi.org/10.1063/1.4937843 |
| Natura: | Elettronico Capitolo di libro |
| KOHA link: | https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=647769 |
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| 200 | 1 | |a Calculation of reinforced-concrete frame strength under a simultaneous static cross section load and a column lateral impact |f N. N. Belov [et al.] | |
| 203 | |a Text |c electronic | ||
| 300 | |a Title screen | ||
| 320 | |a [References: 10 tit.] | ||
| 330 | |a When designing buildings with reinforced concrete that are planned to resist dynamic loads it is necessary to calculate this structural behavior under operational static and emergency impact and blast loads. Calculations of the structures under shock-wave loads can be performed by solving dynamic equations that do not consider static loads. Due to this fact the calculation of reinforced concrete frame under a simultaneous static and dynamic load in full 3d settings becomes a very non trivial and resource consuming problem. This problem can be split into two tasks. The first one is a shock-wave problem that can be solved using software package RANET-3, which allows solving the problem using finite elements method adapted for dynamic task. This method calculates strain-stress state of the material and its dynamic destruction, which is considered as growth and consolidation of micro defects under loading. On the second step the results of the first step are taken as input parameters for quasi static calculation of simultaneous static and dynamic load using finite elements method in AMP Civil Engineering-11. | ||
| 333 | |a Режим доступа: по договору с организацией-держателем ресурса | ||
| 461 | 1 | |0 (RuTPU)RU\TPU\network\4816 |t AIP Conference Proceedings | |
| 463 | 1 | |t Vol. 1698 : Advanced Materials in Technology and Construction, AMTC-2015 |o II All-Russian Scientific Conference of Young Scientists, 6-9 October 2015 |f Tomsk State University of Architecture and Building (TSUAB); ed. S. V. Starenchenko ; Yu. V. Solov'eva ; N. O. Kopanitsa |v [040007 , 6 p.] |d 2016 | |
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| 701 | 1 | |a Belov |b N. N. |g Nikolay Nikolaevich | |
| 701 | 1 | |a Yugov |b N. T. | |
| 701 | 1 | |a Kopanitsa |b D. G. |g Dmitry Georgeevich | |
| 701 | 1 | |a Kopanitsa |b G. D. |c specialist in the field of Informatics and computer engineering |c engineer-researcher of Tomsk Polytechnic University, candidate of technical Sciences |f 1985- |g Georgy Dmitrievich |3 (RuTPU)RU\TPU\pers\35310 | |
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