PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA
Research on safety of high steel tube lattice support systems in typhoon areas is still in the preliminary stage. The purpose of this paper is to study the overall buckling and overturning stability of the high steel tube lattice support systems in typhoonarea. By constructing the spat...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Czech Technical University, Prague
2020-07-01
|
| Series: | Civil Engineering Journal |
| Subjects: | |
| Online Access: | http://www.civilengineeringjournal.cz/archive/issues/2020/2020_2/2-2020-0013-(147-159).pdf |
| _version_ | 1797714276435099648 |
|---|---|
| author | Shijie Wang Quansheng Sun Jianxi Yang |
| author_facet | Shijie Wang Quansheng Sun Jianxi Yang |
| author_sort | Shijie Wang |
| collection | DOAJ |
| description | Research on safety of high steel tube lattice support systems in typhoon areas is still in the preliminary stage. The purpose of this paper is to study the overall buckling and overturning stability of the high steel tube lattice support systems in typhoonarea. By constructing the spatial finite element model of the high steel tube lattice support system via MIDAS Civil, the optimal design of the steel tube lattice support system is carried out through the analysis of the main influencing parameters. The stability of steel pipe lattice support system is calculated theoretically, and the optimal design of steel pipe lattice support system is studied by finite element numerical method in Typhoon area. The calculation results show that Critical buckling load coefficient increases with the increase in diameter of the steel tube when the δ/d ratio of steel pipe structure is fixed. The critical load factor of the six-limb support system is slightly larger than that of the four-limb support system. When the transverse space of the support system is from 5 m to 7 m, stability increases rapidly. The best stability of the support system is obtained when the transverse space is approximately 7 m. The diagonal brace can significantly improve the stability of the steel tube lattice falsework. |
| first_indexed | 2024-03-12T07:49:38Z |
| format | Article |
| id | doaj.art-3932da339c5e426fa327ec1750a719ae |
| institution | Directory Open Access Journal |
| issn | 1805-2576 |
| language | English |
| last_indexed | 2024-03-12T07:49:38Z |
| publishDate | 2020-07-01 |
| publisher | Czech Technical University, Prague |
| record_format | Article |
| series | Civil Engineering Journal |
| spelling | doaj.art-3932da339c5e426fa327ec1750a719ae2023-09-02T20:43:59ZengCzech Technical University, PragueCivil Engineering Journal1805-25762020-07-012020214715910.14311/CEJ.2020.02.0013PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREAShijie Wang0Quansheng Sun1Jianxi Yang2Department of Civil Engineering, Northeast Forestry University,Harbin150040,ChinaDepartment of Civil Engineering, Northeast Forestry University,Harbin150040,ChinaCollege of Civil and Architectural Engineering, Heilongjiang Institute of Technology, Harbin 150050, ChinaResearch on safety of high steel tube lattice support systems in typhoon areas is still in the preliminary stage. The purpose of this paper is to study the overall buckling and overturning stability of the high steel tube lattice support systems in typhoonarea. By constructing the spatial finite element model of the high steel tube lattice support system via MIDAS Civil, the optimal design of the steel tube lattice support system is carried out through the analysis of the main influencing parameters. The stability of steel pipe lattice support system is calculated theoretically, and the optimal design of steel pipe lattice support system is studied by finite element numerical method in Typhoon area. The calculation results show that Critical buckling load coefficient increases with the increase in diameter of the steel tube when the δ/d ratio of steel pipe structure is fixed. The critical load factor of the six-limb support system is slightly larger than that of the four-limb support system. When the transverse space of the support system is from 5 m to 7 m, stability increases rapidly. The best stability of the support system is obtained when the transverse space is approximately 7 m. The diagonal brace can significantly improve the stability of the steel tube lattice falsework.http://www.civilengineeringjournal.cz/archive/issues/2020/2020_2/2-2020-0013-(147-159).pdfhigh steel tube lattice support systemstabilityfinite element modelwind load |
| spellingShingle | Shijie Wang Quansheng Sun Jianxi Yang PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA Civil Engineering Journal high steel tube lattice support system stability finite element model wind load |
| title | PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA |
| title_full | PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA |
| title_fullStr | PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA |
| title_full_unstemmed | PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA |
| title_short | PERFORMANCE ANALYSISOF HIGH STEEL TUBELATTICE SUPPORT SYSTEM IN TYPHOON AREA |
| title_sort | performance analysisof high steel tubelattice support system in typhoon area |
| topic | high steel tube lattice support system stability finite element model wind load |
| url | http://www.civilengineeringjournal.cz/archive/issues/2020/2020_2/2-2020-0013-(147-159).pdf |
| work_keys_str_mv | AT shijiewang performanceanalysisofhighsteeltubelatticesupportsystemintyphoonarea AT quanshengsun performanceanalysisofhighsteeltubelatticesupportsystemintyphoonarea AT jianxiyang performanceanalysisofhighsteeltubelatticesupportsystemintyphoonarea |