MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS
In this paper the model of thin reinforcement that takes into account its tension, shear and bending is developed. The model developed is introduced into the integral equation method for study of stress concentration in the wall of partially reinforced tunnel. The numerical results are obtained and...
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Dnipro National University of Railway Transport named after Academician V. Lazaryan
2010-02-01
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| Series: | Nauka ta progres transportu |
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| Online Access: | http://stp.diit.edu.ua/article/view/13304/11118 |
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doaj-e362c012615141d9b9bb26c2d7b753742020-11-25T03:48:33Zeng Dnipro National University of Railway Transport named after Academician V. LazaryanNauka ta progres transportu2307-34892307-66662010-02-01328590MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELSYa. M. Pasternak0H. T. Sulim1I. I. Luchko2Lutsk national technical university, UkraineLviv national university named after I. Franko, UkraineLviv philia of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, UkraineIn this paper the model of thin reinforcement that takes into account its tension, shear and bending is developed. The model developed is introduced into the integral equation method for study of stress concentration in the wall of partially reinforced tunnel. The numerical results are obtained and analyzed for different values of reinforcement length and relative rigidity.http://stp.diit.edu.ua/article/view/13304/11118modelingmethod of integral equationsthin reinforced elementunderground tunnelunderground building |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Ya. M. Pasternak H. T. Sulim I. I. Luchko |
| spellingShingle |
Ya. M. Pasternak H. T. Sulim I. I. Luchko MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS Nauka ta progres transportu modeling method of integral equations thin reinforced element underground tunnel underground building |
| author_facet |
Ya. M. Pasternak H. T. Sulim I. I. Luchko |
| author_sort |
Ya. M. Pasternak |
| title |
MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS |
| title_short |
MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS |
| title_full |
MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS |
| title_fullStr |
MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS |
| title_full_unstemmed |
MODELING METHODS FOR INTEGRAL EQUATIONS OF THIN REINFORCED ELEMENTS OF UNDERGROUND BUILDINGS AND TUNNELS |
| title_sort |
modeling methods for integral equations of thin reinforced elements of underground buildings and tunnels |
| publisher |
Dnipro National University of Railway Transport named after Academician V. Lazaryan |
| series |
Nauka ta progres transportu |
| issn |
2307-3489 2307-6666 |
| publishDate |
2010-02-01 |
| description |
In this paper the model of thin reinforcement that takes into account its tension, shear and bending is developed. The model developed is introduced into the integral equation method for study of stress concentration in the wall of partially reinforced tunnel. The numerical results are obtained and analyzed for different values of reinforcement length and relative rigidity. |
| topic |
modeling method of integral equations thin reinforced element underground tunnel underground building |
| url |
http://stp.diit.edu.ua/article/view/13304/11118 |
| work_keys_str_mv |
AT yampasternak modelingmethodsforintegralequationsofthinreinforcedelementsofundergroundbuildingsandtunnels AT htsulim modelingmethodsforintegralequationsofthinreinforcedelementsofundergroundbuildingsandtunnels AT iiluchko modelingmethodsforintegralequationsofthinreinforcedelementsofundergroundbuildingsandtunnels |
| _version_ |
1724498336843563008 |