格构式钢管混凝土柱的耐火性能分析建筑学开题报告

1、格构式钢管混凝土柱的耐火性能分析建筑学开题报告课题、选题依据和背景情况、课题研究目的、工程应用价值题目:格构式钢管混凝土柱的耐火性能分析课题：研究人从事炼钢厂房，连铸厂房以及与钢铁行业相关的工艺平台，管道支架等的结构设计。在设计过程中经常遇见采用格构式钢管混凝土柱的工程；而一方面行业内对钢结构组合结构有防火要求，另一方面钢铁厂相比其他工业厂房更容易发生火灾，因此本研究拟以格构式钢管混凝土柱升温与降温受火性能研究为方向，考察破坏形态及其受火极限状态。参考文献：1. 钟善桐. 钢管混凝土结构M. 清华大学出版社有限公司, 20XX.2. 蔡绍怀. 现代钢管混凝土结构M. 人民交通出版社, 20XX

2、.3. 欧智菁, 陈宝春. 钢管混凝土格构柱偏心受压面内极限承载力分析J. 建筑结构学报, 20XX, 27: 80-83.4. 廖彦波. 钢管混凝土格构柱轴压性能的试验研究与分析D. 清华大学, 20XX.5. 蒋丽忠, 周旺保, 伍震宇, 等. 四肢钢管混凝土格构柱极限承载力的试验研究与理论分析J. 土木工程学报, 20XX : 55-62.6. 陈宝春, 欧智菁. 钢管混凝土格构柱极限承载力计算方法研究J. 土木工程学报, 20XX, 41: 55-63.7. 周文亮. 钢管混凝土格构式柱受力性能研究D. 西安科技大学, 20XX.8. Engesser F. Die knickfest

3、igkeitgeraderstbeM. W. Ernst Sohn, 1891.9. Duan L, Reno M, Uang C. Effect of compound buckling on compression strength of built-up membersJ. Engineering Journal, 20XX, 39: 30-37.10. Razdolsky A G. Euler critical force calculation for laced columnsJ. Journal of engineering mechanics, 20XX, 131: 997-1

4、003.11. Razdolsky A G. Flexural buckling of laced column with crosswise latticeJ. Proceedings of the ICE-Engineering and Computational Mechanics, 20XX, 161: 69-76.12. Razdolsky A G. Flexural buckling of laced column with serpentine latticeJ. The IES Journal Part A: Civil Structural Engineering, 20XX

5、, 3: 38-49.13. Kawano A, Matsui C. Cyclic local buckling and fracture of concrete filled tubular membersC/Proceedings of an Engineering Foundation Conference on Composite Construction in Steel and Concrete IV, ASCE. 20XX, 28.14. Kawano A, Sakino K. Seismic resistance of CFT trussesJ. Engineering str

6、uctures, 20XX, 25: 607-619.15. Kawano A, Sakino K, Kuma K, et al. Seismic resistant system of multi-story frames using concrete-filled tubular trussesJ. Int Society of Offshore and Polar Engineers. Cupertino, CA, 20XX: 95015-0189.16. Kawano A, Matsui C. The deformation capacity of trusses with concr

7、ete filled tubular chordsC/Proceedings of an Engineering Foundation Conference on Composite Construction in Steel and Concrete IV, ASCE. 20XX, 28.17. Klingsch W. New developments in fire resistance of hollow section structuresC/Symposium on hollow structural sections in building construction. 1985.1

8、8. Klingsch W. Optimization of cross sections of steel composite columnsC/Proc. of the Third International Conference on Steel-Concrete Composite Structures, Special Volume, ASCCS, Fukuoka. 1991: 99-105.19. Lie T T, Cowan H J. Fire and buildingsM. Applied Science Publishers Limited, 1972.20. Lie T T

9、, Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concreteJ. 1992.21. Lie T T, Stringer D C. Calculation of the fire resistance of steel hollow structural section columns filled with plain concreteJ. Canadian Journal of Civil Engineering, 1994, 21: 382

10、-385.22. Lie T T, Chabot M. Evaluation of the fire resistance of compression members using mathematical modelsJ. Fire safety journal, 1993, 20: 135-149.23. Kodur V K R. Performance-based fire resistance design of concrete-filled steel columnsJ. Journal of Constructional Steel Research, 1999, 51: 21-

11、36.24. Wang Y C, Davies J M. An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connectionsJ. Journal of Constructional Steel Research, 20XX, 59: 819-838.25. Ding J, Wang Y C. Realistic modelling of thermal and str

12、uctural behaviour of unprotected concrete filled tubular columns in fireJ. Journal of Constructional Steel Research, 20XX, 64: 1086-1102.26. Hong S, Varma A H. Analytical modeling of the standard fire behavior of loaded CFT columnsJ. Journal of Constructional Steel Research, 20XX, 65: 54-69.27. 钟善桐.

13、 钢管混凝土耐火性能研究的.几个问题和方法J. 中国钢协钢-混凝土组合结构协会第六次年会论文集 , 1997.28. 贺军利, 钟善桐. 钢管混凝土柱耐火全过程分析J. 中国钢协钢-混凝土组合结构协会第六次年会论文集 , 1997.29. 钟善桐. 第六章钢管混凝土的防火J. 建筑结构, 1999 : 55-57.30. 查晓雄, 钟善桐. Behaviour of concrete filled steel tubular columns under fireJ. 哈尔滨工业大学学报, 20XX, 9.31. 李易, 查晓雄, 王靖涛. 端部约束对钢管混凝土柱抗火性能的影响J. 中国钢结构协会钢-混凝土组合结构分会第十次年会论文集, 20XX.32. 徐超, 张耀春. 四面受火方形薄壁钢管混凝土轴心受压短柱抗火性能的分析J. 中国钢结构协会钢-混凝土组合结构分会第十次年会论文集, 20XX.33. 王卫华