A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception
This paper proposes a new way to strengthen arched buildings with an insufficient bearing capacity of the foundations for the thrust perception. The new method of strengthening the arched buildings can be used in architectural and structural solutions of buildings with zones where it is impossible t...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2021-01-01
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| Series: | E3S Web of Conferences |
| Subjects: | |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/50/e3sconf_stcce2021_03024.pdf |
| _version_ | 1818669424252551168 |
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| author | Khusainov Damir Kuznetsov Ivan Khabibulina Albina |
| author_facet | Khusainov Damir Kuznetsov Ivan Khabibulina Albina |
| author_sort | Khusainov Damir |
| collection | DOAJ |
| description | This paper proposes a new way to strengthen arched buildings with an insufficient bearing capacity of the foundations for the thrust perception. The new method of strengthening the arched buildings can be used in architectural and structural solutions of buildings with zones where it is impossible to place tie-beams traditionally. In the literature there are no research results on this issue. The authors described a new method of strengthening arched buildings. Using a frameless arched structure with an insufficient bearing capacity of the foundations for the thrust as an example, they considered the proposed strengthening method with two options for anchoring the arched building's foundation with tie-beams installed to perceive the thrust to semi-buried and buried anchors. The authors carried out theoretical studies and determined the magnitude of the prestresses in the installed tie-beams to ensure the bearing capacity of the arched building for the variant of asymmetric snow design load. Conclusions. The significance of the obtained results for the construction industry is to propose a method to strengthen arched structures with an insufficient bearing capacity of the foundations for the thrust perception. The proposed method of strengthening is an effective and novel way of increasing the bearing capacity of structures and foundations of arched buildings and can be used in architectural and structural solutions of buildings with zones that impede the traditional placement of tie-beams. |
| first_indexed | 2024-12-17T06:51:59Z |
| format | Article |
| id | doaj.art-c26ec0f9fc624373ac26d7001eac25e6 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-17T06:51:59Z |
| publishDate | 2021-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-c26ec0f9fc624373ac26d7001eac25e62022-12-21T21:59:35ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012740302410.1051/e3sconf/202127403024e3sconf_stcce2021_03024A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perceptionKhusainov Damir0Kuznetsov IvanKhabibulina Albina1Kazan State University of Architecture and EngineeringKazan State University of Architecture and EngineeringThis paper proposes a new way to strengthen arched buildings with an insufficient bearing capacity of the foundations for the thrust perception. The new method of strengthening the arched buildings can be used in architectural and structural solutions of buildings with zones where it is impossible to place tie-beams traditionally. In the literature there are no research results on this issue. The authors described a new method of strengthening arched buildings. Using a frameless arched structure with an insufficient bearing capacity of the foundations for the thrust as an example, they considered the proposed strengthening method with two options for anchoring the arched building's foundation with tie-beams installed to perceive the thrust to semi-buried and buried anchors. The authors carried out theoretical studies and determined the magnitude of the prestresses in the installed tie-beams to ensure the bearing capacity of the arched building for the variant of asymmetric snow design load. Conclusions. The significance of the obtained results for the construction industry is to propose a method to strengthen arched structures with an insufficient bearing capacity of the foundations for the thrust perception. The proposed method of strengthening is an effective and novel way of increasing the bearing capacity of structures and foundations of arched buildings and can be used in architectural and structural solutions of buildings with zones that impede the traditional placement of tie-beams.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/50/e3sconf_stcce2021_03024.pdfarched buildingthrustsupporttighteninganchorframeless arched buildingprestressing |
| spellingShingle | Khusainov Damir Kuznetsov Ivan Khabibulina Albina A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception E3S Web of Conferences arched building thrust support tightening anchor frameless arched building prestressing |
| title | A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| title_full | A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| title_fullStr | A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| title_full_unstemmed | A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| title_short | A method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| title_sort | method of strengthening arched buildings with insufficient bearing capacity of foundations for the thrust perception |
| topic | arched building thrust support tightening anchor frameless arched building prestressing |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/50/e3sconf_stcce2021_03024.pdf |
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