1. 朱聖浩、鍾興陽、朱世禹、施健泰,「實尺寸鋼構屋之剪力連接複合鋼梁火 害結構行為研究」,內政部建築研究所委託研究計劃成果報告,臺北,2016。
2.李其忠,「實尺寸鋼構屋之混凝土鋼承板火害下承重行為研究」,內政部建築 研究所自行研究計劃成果報告,台北,2016。
3. 朱聖浩、鍾興陽、朱世禹、施健泰,「實尺寸鋼構屋彎矩連接與剪力連接鋼 梁之火害結構行為研究」,內政部建築研究所委託研究計劃成果報告,臺北,
2017。
4. 李其忠,「實尺寸鋼構屋火害後修復混凝土鋼承板之耐火行為研究」,內政 部建築研究所自行研究計劃成果報告,台北,2017。
5.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。
6. CNS 12514-5,「建築物構造構件耐火試驗法-第 5 部:承重水平區劃構件特 定要求」,中華民國國家標準,經濟部標準檢驗局,2014。
7. 李其忠,「自充填混凝土柱火害後補強之研究」,內政部建築研究所自行研 究計劃成果報告,台北,2011。
8. 李其忠,「聚丙烯纖維自充填混凝土修補火害鋼筋混凝土柱之研究」,內政 部建築研究所自行研究計劃成果報告,台北,2012。
9. 李其忠,「既有鋼筋混凝土柱局部修復後之耐火性能研究」,內政部建築研 究所自行研究計劃成果報告,台北,2013。
10. 李其忠,「火害後修復鋼筋混凝土柱承受偏心載重之耐火性能研究」,內政 部建築研究所自行研究計劃成果報告,台北,2015。
11. ACI Committee 216, “ Guide for determining the fire endurance of concrete elements,” American Concrete Institute, 1994.
12. Eurocode 2, 1992-1-2: Design of concrete structures-Part1-2: General rules – Structural fire design, 2004.
13. Abrams, M. S., 1968, “Compressive strength of concrete at temperature to 1600
℉”, Research and Development Bulletin No. RD016, Portland Cement Association,
1973.
14. Lie,T.T.,Rowe,T.T.and Lin,T.D.,”Residual strength of fire exposed reinforced concrete columns”, ACI Special Publication SP-92, 1986.
15. Harada, T., Takeda, J., Yamane, S., and Furumura, F., “Strength, elasticity and thermal properties of concrete subject to elevated temperature” ACI Publication SP-34, Concrete for nuclear reactors,. American Concrete Institute, Michigan, pp.377-406, 1972.
16.陳舜田等人,「壓力作用下混凝土材料火害後之力學行為」,國家科學委員 會專題研究計畫報告NSC78-0410-E011-3,1990。
17.陳舜田等人,「火害後鋼筋混凝土柱之補強研究」,國家科學委員會專題研 究計畫報告NSC78-0410-E011-13,1990。
18.楊旻森,「火害後鋼筋混凝土桿件之扭力行為」,國立台灣科技大學營建工 程技術研究所博士論文,1996。
19.張雲妃,「火害後雙軸彎曲鋼筋混凝土柱之試驗與分析」,國立成功大學建 築學系博士論文,2006。
20.郭進軍,「高溫后新老混凝土粘結的力學性能研究」,博士論文,大連理工 大學,大連 (2003)。
21. Stecich,J.P.,Hanson,J.M.,and Rice,P.F.,1984,”Bending and Straightening of Grade 60 Reinforcing Bars”, Concrete International,Vol.6,No.8,pp.14-23.
22. Edwards, W. T., et al., 1986, “Strength of Grade 60 Reinforcing Bars after Exposure to Fire Temperatures”, Concrete International, pp. 17-19.
23.劉靖國,「高強度鋼筋混凝土梁火害後撓曲行為之研究」 ,國立台灣科技大 學營建工程技術研究所碩士論文,1992。
24.許崇堯,「火害後鋼筋握裹衰退及其對梁柱接頭特性影響之探討」,國立台 灣工業技術學院工程技術研究所博士論文,台北(1991)。
25. EI-Hawary, M. M. and Hamoush, S. A., “ Bond shear modulus of reinforced concrete at high temperatures, ” Engineering Fracture Mechanics, Vol. 55, No. 6,
28. Lim, L. and Wade, C. , “ Experimental fire tests of two-way concrete slabs,” Fire Engineering Research Report 02/12, Porirua City, New Zealand, 2002.
29. Lim, L., Buchanan, A. and Moss, P., “ Numerical modeling of two-way reinforced concrete slabs in fire,” Engineering Structures, Vol. 26, No. 8, 2004, pp.
1081-1091.
30. Foster, S. J., Bailey, C. G., Burgess, I. W., “ Experimental behaviour of concrete floor slabs at large displacements,” Engineering Structures, Vol. 26, No. 9, 2004, pp. 1231-1247.
31. Foster, S. J., Burgess, I. W., Plank, R. J. , “ High-temperature experiments on model-scale concrete slabs at high displacement,” Ottawa: Third International workshop “Structures in Fire”, 2004: S5-5.
32. Bailey, C. G. and Toh, W. S., “ Behaviour of concrete floor slabs at ambient and elevated temperatures,” Fire Safety Journal, Vol. 42, No. 7, 2007, pp. 425-436.
33. Bailey, C. G. and Toh, W. S. , “ Small-scale concrete slab tests at ambient and elevated temperatures,” Engineering Structures, Vol. 29, No. 10, 2007, pp.
2775-2791.
34. Ellobody, E. and Bailey, C. G. , “ Behaviour of unbonded post-tensioned one-way concrete slabs,” Advances in Structural Engineering, Vol. 11, No. 1, 2008, pp.
107-112.
35. Bailey, C. G. and Ellobody, E. , “ Fire tests on bonded post-tensioned concrete slabs,” Engineering Structures, Vol. 31, No. 3, 2009, pp. 686-696.
36. Ellobody, E. and Bailey, C. G. , “Modelling of unbonded post-tensioned concrete slabs under fire conditions,” Fire Safety Journal, Vol. 44, No. 2, 2009, pp. 159-167.
37.Usmani, A. S., Cameron, N. J. K., “Limit capacity of laterally restrained concrete floor slabs in fire,” Cement & Concrete Composites, Vol. 26, No. 2, 2004, pp.
127-140.
38.Cameron, N. J. K., Usmani, A. S. , “New design method to determine the membrane capacity of laterally restrained composite floor slabs in fire, Part I:
Theory and method,” The Structural Engineer, Vol. 83, No. 19, 2005, pp. 8-33.
39.Cashell, K. A., Elghazouli, A. Y., Izzuddin, B. A. , “ Ultimate behavior of idealized composite floor elements at ambient and elevated temperature,” Fire Technology, Vol. 46, No. 2, 2010, pp. 67-89.
40.Omer, E., Izzuddin, B. A., Elghazouli, A .Y. , “Failure of lightly reinforced
concrete floor slabs with planar edge restraints under fire,” Journal of Structural Engineering, Vol. 135, No. 9, 2009, pp. 1068-1080.
41. Omer, E., Izzuddin, B. A., Elghazouli, A. Y. , “Failure of unrestrained lightly reinforced concrete slabs under fire, Part I: Analytical models,” Engineering Structures, Vol. 32, No. 9, 2010, pp. 2631-2646.
42. Omer, E., Izzuddin, B. A., Elghazouli, A. Y. , “ Failure of unrestrained lightly reinforced concrete slabs under fire, Part II: Verification and application,”
Engineering Structures, Vol. 32, No. 9, 2010, pp. 2647-2657.
43.Gillie, M., Usmani, A., Rotter, M. , “ Bending and membrane action in concrete slabs,” Fire and Materials, Vol. 28, No. 69, 2004, pp. 139-157.
44.Liao, J. S., Cheng, F. P.,Chen, C. C. , “ Fire resistance of concrete slabs in punching shear,” Journal of Structural Engineering Vol. 140, No. 1, 2014.
45. 廖仁壽,「鋼筋混凝土版之耐火時效與火害後貫穿剪力強度」,國立交通大 學土木工程研究所博士論文,2013。
46. “Behaviour of Steel Framed Structures under Fire Conditions,” Main Report, DETR-PIT Project, School of Civil and Environmental Engineering, University of Edinburgh, 2000.
47. O'Connor, M. A. and Martin, D. M., “Behaviour of a Multi-Storey Steel Framed Building Subjected to Fire Attack,” Journal of Constructional Steel Research, Vol.
46, 1998, pp.295.
48. 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.
49. 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
50.Foster, S., Chladná, M., Hsieh, C., Burgess, I., Planck, R. , “ Thermal and structural behaviour of a full-scale composite building subject to a severe
unrestrained composite slabs simulated under fire conditions,” Engineering Structures, Vol. 22, Issue 12, 2000, pp. 1583-1595.
53.Bailey, C. G. , “ Membrane action of slab/beam composite floor systems in fire,”
Engineering Structures, Vol. 26, Issue 12, 2004, pp. 1691-1703.
54. Full-Scale Structural and Nonstructural Building System Performance during Earthquakes & Post-Earthquake Fire.http://nees.ucsd.edu/projects/2011-five-story/
55. 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.
56. 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.
57.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.
58. 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.
59. Li, B., Dong, Y. L., Zhang, D. S.,“Fire behaviour of continuous reinforced concrete slabs in a full-scale multi-storey steel-framed building,” Fire Safety Journal, Vol. 71, 2015, pp. 226-237.
60. 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.
61. 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.
62.李其忠、方一匡、何明錦、王天志、蔡銘儒,聚丙烯纖維自充填混凝土修復 火害鋼筋混凝土柱在高溫中後之行為研究,中國土木水利工程學刊,26卷2期,
p153-163,2014。
63. CNS 12514,「建築物構造部分耐火試驗法」,中華民國國家標準,經濟部 標準檢驗局,2010。
64.趙文成等人,「鋼筋混凝土柱件火害後修補技術之研究」,MOIS 891003,內 政部建築研究所研究計劃成果報告,台北,2000。
65.黃獻政,「碳纖維複合材料應用於RC樓版火害後補強研究」 ,國立台灣科技 大學營建工程技術研究所碩士論文,2001。
66.陳志弘,「以防火版材披覆提高碳纖維補強受損梁抗火能力研究」 ,國立交 通大學土木工程研究所碩士論文,2001。
67.林慶元,「鋼筋混凝土結構梁貼片補強火害後之耐火性能研究」,內政部建 築研究所委託研究報告,台北,2003。
68.周逢霖、郭詩毅、涂耀賢、林慶元,「鋼筋混凝土樑鋼板貼片補強後再受溫 之性能研究」,建築學報,第63 期,第 115-129 頁,2008。
69.林宗毅,「鋼筋混凝土梁火害再養護與複材補強承載行為分析」,逢甲大學 土木工程學系碩士論文,2008。
70.Bisby, L. A. , Green, M. F. and Kodur, V. K. R., “ Response to fire concrete structures that incorporate FRP, ” Progress in Structural Engineering and Materials, Vol. 7, Issue 3, 2005, pp.136-149.
71.Williams, B. ,Kodur, V. K. R.,Green, M. F. and Bisby, L. A., “ Fire endurance of fiber-reinforced polymer strengthened concrete T-beams, ” ACI Structural Journal, Vol. 105, No. 1, January-February 2008, pp.60-67.
72.Chowdhury, E. U. ,Bisby, L. A. , Green, M. F. and Kodur, V. K. R., “ Residual behavior of fire-exposed reinforced concrete beam
prestrengthened in flexure with fiber-reinforced polymer sheets, ” Journal of Composites for Construction, ASCE, Vol. 12, No. 1, January-February 2008, pp.
61-68.
73.Ahmed, A. and Kodur, V. K. R., “ The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure, ” Engineering Structures, Vol. 33, 2011, pp.2201-2211.
74.Ahmed, A. and Kodur, V. K. R., “ Effect of bond degradation on fire resistance of
76.Haddad, R.H. , AL-Mekhlafy, N. and Ashteyat A.M., “Repair of heat-damaged reinforced concrete slabs using fibrous composite materials,” Construction and Building Materials, Vol. 25, 2011, pp.1213-1221.
77.Yaqub, M. , Bailey, C.G. and Nedwell P., “Axial capacity of post-heated square columns wrapped with FRP composites,” Cement and Concrete Composites, Vol.
33, 2011, pp.694-701.
78.Yaqub, M. and Bailey, C.G. , “Repair of fire damaged circular reinforced concrete columns with FRP composites,” Construction and Building Materials, Vol. 25, 2011, pp.359-370.
79.何明錦、吳傳威、彭添富,「鋼筋混凝土建築物之修復與補強技術彙編」,
MOIS 872011,內政部建築研究所專題研究計劃成果報告,台北,1998。
80.丁育群、陳宗禮,「鋼筋混凝土建築物之修復與補強技術彙編(二)」,內政部
84.Zhao, B. and Kruppa, J. , “ Fire resistance of composite slabs with profiled steel sheet and of composite steel concrete beams Part 2: Composite beams, ”
Luxembourg: Directorate-General Science, Research and Development, 1997, pp.
1-77.
85.Mirza, O. and Uy, B., “ Behaviour of headed stud shear connectors for composite steel-concrete beams at elevated temperatures,” Journal of Constructional Steel Research, Vol. 65, 2009, pp.662-674.
86.Mirza, O., Uy, B. and Krezo S., “ Experimental studies on the behaviour of headed stud shear connectors for composite steel-concrete beams under elevated
temperatures,” 7th International Conference on Steel and Aluminium Structures, Malaysia, 2011, pp.467-473.
87.陳玲珠、蔣首超、李國強,高溫下栓釘剪力連接件的結構性能數值模擬研究,
防災減災工程學報,32 卷 1 期,p77-83,2012。
88.陳玲珠、李國強、蔣首超、王衛永,高溫下栓釘剪力連接件抗剪性能試驗,
同濟大學學報,41 卷 8 期,p1151-1157,2013。
89. 鋼結構極限設計法規範及解說,內政部營建署,2010。
90. Eurocode 4, 1994-1-2: Design of composite steel and concrete structures-Part1-2:
General rules – Structural fire design, 2005.
91.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。
92.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。
93.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。