SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS
Stability analysis in civil engineering is traditionally centred on the stability of individual components of a structure, rather than on the stability of the assemblage of structural components. This may be explained by the lack of adequate tools for the stability analysis of complete structures in...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Peoples’ Friendship University of Russia (RUDN University)
2018-12-01
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| Series: | Structural Mechanics of Engineering Constructions and Buildings |
| Subjects: | |
| Online Access: | http://journals.rudn.ru/structural-mechanics/article/view/18929 |
| _version_ | 1819289465612402688 |
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| author | Vera V Galishnikova Tesfaldet Hadgembes Gebre Sahar Mohammed Al-Sabri Osman Saffia-Doe |
| author_facet | Vera V Galishnikova Tesfaldet Hadgembes Gebre Sahar Mohammed Al-Sabri Osman Saffia-Doe |
| author_sort | Vera V Galishnikova |
| collection | DOAJ |
| description | Stability analysis in civil engineering is traditionally centred on the stability of individual components of a structure, rather than on the stability of the assemblage of structural components. This may be explained by the lack of adequate tools for the stability analysis of complete structures in the past. Recently, the necessity of the development of general rational methods of stability analysis with a model of the complex structure is widely recognized. These methods should reliably predict the overall stability of the structure, the interaction between the components of the structure in providing restraint against instability of individual members, and the local stability of each individual member. Development of such theories and corresponding algorithms require a thorough investigation. The aim of this paper is to investigate the instability of single columns without large deflections by means of the second order structural theory and to study the influence of imperfections on the behaviour of such structural elements. |
| first_indexed | 2024-12-24T03:07:17Z |
| format | Article |
| id | doaj.art-33eae378556b44f499b4a8d181e9b7cf |
| institution | Directory Open Access Journal |
| issn | 1815-5235 2587-8700 |
| language | English |
| last_indexed | 2024-12-24T03:07:17Z |
| publishDate | 2018-12-01 |
| publisher | Peoples’ Friendship University of Russia (RUDN University) |
| record_format | Article |
| series | Structural Mechanics of Engineering Constructions and Buildings |
| spelling | doaj.art-33eae378556b44f499b4a8d181e9b7cf2022-12-21T17:17:57ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002018-12-0114319219710.22363/1815-5235-2018-14-3-192-19716650SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNSVera V Galishnikova0Tesfaldet Hadgembes Gebre1Sahar Mohammed Al-Sabri2Osman Saffia-Doe3Российский университет дружбы народовРоссийский университет дружбы народовРоссийский университет дружбы народовРоссийский университет дружбы народовStability analysis in civil engineering is traditionally centred on the stability of individual components of a structure, rather than on the stability of the assemblage of structural components. This may be explained by the lack of adequate tools for the stability analysis of complete structures in the past. Recently, the necessity of the development of general rational methods of stability analysis with a model of the complex structure is widely recognized. These methods should reliably predict the overall stability of the structure, the interaction between the components of the structure in providing restraint against instability of individual members, and the local stability of each individual member. Development of such theories and corresponding algorithms require a thorough investigation. The aim of this paper is to investigate the instability of single columns without large deflections by means of the second order structural theory and to study the influence of imperfections on the behaviour of such structural elements.http://journals.rudn.ru/structural-mechanics/article/view/18929колонныустойчивость структурыпотеря устойчивостиконструктивные элементы |
| spellingShingle | Vera V Galishnikova Tesfaldet Hadgembes Gebre Sahar Mohammed Al-Sabri Osman Saffia-Doe SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS Structural Mechanics of Engineering Constructions and Buildings колонны устойчивость структуры потеря устойчивости конструктивные элементы |
| title | SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS |
| title_full | SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS |
| title_fullStr | SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS |
| title_full_unstemmed | SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS |
| title_short | SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS |
| title_sort | second order structural theory for the stability analysis of columns |
| topic | колонны устойчивость структуры потеря устойчивости конструктивные элементы |
| url | http://journals.rudn.ru/structural-mechanics/article/view/18929 |
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