• 沒有找到結果。

87.CNS 12514-1,「建築物構造構件耐火試驗法-第 1 部:一般要求事項」,中華 民國國家標準,經濟部標準檢驗局,2014。

9. CNS 12514-7,「建築物構造構件耐火試驗法-第 7 部:柱特定要求」,中華 民國國家標準,經濟部標準檢驗局,2014。

10. Eurocode 3 (2005b). “Design of steel structures, Part 1.2, General rules - Structural fire design” Eurocode 3 DD ENV 1993-1-2 : 2005, British Standards Institution, London.

11. “Behaviour of Steel Framed Structures under Fire Conditions,” Main Report, DETR-PIT Project, School of Civil and Environmental Engineering, University of Edinburgh, 2000.

12. O'Connor, M. A. and Martin, D. M., “Behaviour of a Multi-Storey Steel Framed

46, 1998, pp.295.

13. O’Connor, M. A., Kirby, B. R., Martin, D. M. , “ Behaviour of a multi-storey composite steel framed building in fire,” Structural Engineering, Vol. 81, No. 30, 2003, pp. 27-36.

14. Wald, F., Simões da Silva, L., Moore, D. B., Lennon, T., Chladná, M., Santiago, A., Beneš, M., Borges, L., “Experimental Behaviour of a Steel Structure under Natural Fire,” Fire Safety Journal, Vol. 41, Issue 7, pp. 509-522

15.Foster, S., Chladná, M., Hsieh, C., Burgess, I., Planck, R. , “ Thermal and structural behaviour of a full-scale composite building subject to a severe compartment fire,” Fire Safety Journal, Vol. 42, Issue 3, 2007, pp. 183-199.

16.Gillie, M., Usmani, A. S., Rotter, J. M. , “ A structural analysis of the Cardington British steel corner test,” Journal of Constructional Steel Research, Vol. 58, Issue 4, 2002, pp. 427-442.

17.Bailey, C. G., White, D. S., Moore, D. B. , “ The tensile membrane action of unrestrained composite slabs simulated under fire conditions,” Engineering Structures, Vol. 22, Issue 12, 2000, pp. 1583-1595.

18.Bailey, C. G. , “ Membrane action of slab/beam composite floor systems in fire,”

Engineering Structures, Vol. 26, Issue 12, 2004, pp. 1691-1703.

19. Full-Scale Structural and Nonstructural Building System Performance during Earthquakes & Post-Earthquake Fire.http://nees.ucsd.edu/projects/2011-five-story/

20. Dong, Y. L., Zhu, E. C., Prasad, K.,“ Thermal and structural response of

two-storey two-bay composite steel frames under furnace loading,” Fire Safety Journal, Vol. 44, 2009, pp. 439-450.

21. Dong, Y. L. and Zhu, C. J. ,“ Limit load carrying capacity of two-way slabs with two edges clamped and two edges simply supported in fire,” Journal of

Structural Engineering, Vol. 137, Issue 10, 2011, pp. 1182-1192.

22.Yang, Z. N., Dong, Y. L., Xu, W. J.,“Fire tests on two-way concrete slabs in a full-scale multi-storey steel-framed building,” Fire Safety Journal, Vol. 58, 2013, pp. 38-48.

23. Wang, Y., Dong, Y. L., Li, B., Zhou, G. C.,“A fire test on continuous reinforced concrete slabs in a full-scale multi-story steel-framed building,” Fire Safety Journal, Vol. 61, 2013, pp. 232-242.

24. Li, B., Dong, Y. L., Zhang, D. S.,“Fire behaviour of continuous reinforced

Journal, Vol. 71, 2015, pp. 226-237.

25. Lou, G. B., Wang, C. G., Jiang, J., Jiang, Y. Q., Wang, L. W., Li, G. Q., “Fire tests on full-scale steel portal frames against progressive collapse,” Journal of Constructional Steel Research, Vol. 145, 2018, pp.137-152.

26. Lou, G. B., Wang, C. G., Jiang, J., Jiang, Y. Q., Wang, L. W., Li, G. Q.,

“Experimental and numerical study on thermal-structural behavior of steel portal frames in real fires,” Fire Safety Journal, Vol. 98, 2018, pp. 48-62.

27. Ali, F. A., O’Connor, D. J., “Calculation of axial forces generated in restrained pinended steel columns subjected to high temperatures,” Journal of Applied Fire Science, Vol. 6, 1997, pp. 383-394.

28.Ali, F. A., Shepherd, P., Randall, M., “ Effect of axial restraint on the fire resistance of steel columns,” Journal of Constructional Steel Research, Vol. 46, 1998, pp. 305-306.

29.Rodrigues, J. P. C., Neves, I. C., Valente, J. C., “Experimental research on the critical temperature of compressed steel elements with restrained thermal longation,”

Fire Safety Journal, Vol. 35, 2000, pp. 77-98.

30.Wang, Y. C., Davies, J. M., “An experimental study of non-sway loaded and rotationally restrained steel column assemblies under fire conditions: Analysis of test results and design calculations,” Journal of Constructional Steel Research, Vol.

59, 2003, pp. 291-313.

31.Wang, Y. C., Davies, J. M., “An experimental study of the fire performance of nonsway loaded concrete-filled steel tubular column assemblies with extended endplate connections,” Journal of Constructional Steel Research, Vol. 59, 2003, pp.

819-838.

32.Wang, Y. C., Davies, J. M., “ Fire tests of non-sway loaded and rotationally restrained steel column assemblies,” Journal of Constructional Steel Research, Vol.

59, 2003, pp. 359-383.

33.Tan, K. H., Toh, W. S., Huang, Z. F., “ Structural responses of restrained steel columns at elevated temperatures.part 1:Experiments,” Engineering Structures, Vol.

29, 2007, pp. 1641-1652.

34.Huang, Z. F., Tan, K. H., “ Structural response of restrained steel columns at elevated temperatures.part2:simulation with focus on experimental secondary effects,” EngineeringStructures, Vol. 29, 2007, pp. 2036-2047.

“ Experimental behavior of steel beam-columns subjected to fire-induced thermal gradients,” Journal of Constructional Steel Research, Vol. 67, 2011, pp. 30–38.

36.李鴻欣,「H 型鋼柱高溫局部挫屈行為研究」,國立高雄第一科技大學營建 工程所碩士論文,2004。

37. 許睿佳,「SN490 銲接H型鋼柱高溫結構行為研究」,國立高雄第一科技大 學營建工程所碩士論文,2007。

38.CNS 1387,「消防−手提滅火器−性能及構造」,中華民國國家標準,經濟部 標準檢驗局,2015。

39.CNS 1387,「消防−手提滅火器−性能及構造」,中華民國國家標準,經濟部 標準檢驗局,2003。

40.朱聖浩、朱世禹、施健泰,「複合性災害實驗用實尺寸鋼構屋結構行為研究」,

內政部建築研究所委託研究計劃成果報告,臺北,2015。

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