本文主要目的為應用數值模擬軟體探討複合結構承受火害時的火災-結構行為，其中，梁、柱系統採用SN490B鋼材，樓板則由輕質混凝土構成。首先進行單一居室的火場模擬，以火災模擬軟體FDS模擬不同火場參數下的火災行為，探討火場參數對火災之影響，並取得結構物表面溫度歷時，再利用非線性有限元素分析軟體ABAQUS進行順序耦和分析，可分析不同火災情境下之梁柱斷面的軸力變化，進而擴展到單層多跨建築之火災行為的研究，在考量火災延燒特性的情況下，可針對不同火場參數進行火災模擬，討論不同火災情境下的火災行為，並結合結構分析以模擬火場延燒下的建築結構行為。

The purpose of this study is investigating the fire-structure behavior of building in fire. The building is one storey steel-framed composite structure. The material properties of steel at high temperature are adopted from material test and Eurocode-3. Two strategies have been done to establish the fire-structure behavior. First, the fire model and nonlinear fire response of composite structure are numerically investigated. The Fire Dynamics Simulator (FDS) will be adopted to analyze fire and determine the thermal boundary of structural elements. Second, the transient thermal analysis in FEM model is performed by feeding the time-dependent temperature profiles from FDS predicted temperatures on the boundary to ABAQUS. In addition, a number of parametric studies were performed to determine the effect of fire conditions such as opening factor and fire source.

ABAQUS, ABAQUS User’s Manual, ABAQUS Version 6.5, 2005.

ACI Committee 318, Building Code Requirements for Structural Concrete and Commentary (ACI 318M-02), American Concrete Institute, Detroit, Michigan, 2002.

Buchanan, A. H., Structural Design for Fire Safety, John Wiley & Sons, Chichester, 2001.

Chow ,W.K. “One the ‘Cabin’ Fire Safety Design Concept in the New Hong Kong Airport Terminal Buildings,” Journal of Fire Science, Vol.15, pp. 404-423,1997.

Duthinh, D., McGrattan, K., Khaskia, A. “Recent advances in fire-structure analysis,” Fire Safety Journal, Vol.43, pp.161-167, 2008.

Eurocode 1, “Basis of Design and Actions on Structures-Part1.2：General Action-Actions on Structures Exposed to Fire,” (ENV1991-1-2), 1995.

Eurocode 3, “Design of Steel Structures-Part1.2：General rules-Structural Fire Design,” (ENV1993-1-2), 1995.

Eurocode 4, “Design of composite steel and concrete structures-Part1-2：General rules-Structural fire design,” (EN1994-1-2), 2005.

Feasey, R.,and Buchanan, A.H. “Post-flashover Fires for Structural Design,” Fire Safety Journal, Vol. 37, pp.83–105,2002.

Federal Emergency Management Agency, “World Trade Center Building Performance Study：Data Collection, Preliminary Observations, and Recommendations,” FEMA 403, May 2002.

Forney, G.P., “User’s Guide for Smokeview Version 5- A Tool for Visualizing Fire Dynamics Simulation Data,” NIST, 2008.

Gillie M., “The Behaviour of Steel-Framed Composite Structures in Fire Conditions,” PhD thesis, University of Edinburgh, 2000.

Gardner L., and Ng K.T. “Temperature Development in Structural Stainless Steel Sections Exposed to Fire.” Fire Safety Journal, Vol.41, pp.185-203, 2006.

ISO 834-1, “Fire-resistance tests- Elements of building construction”, 1999.

Iu, C. K., Chan, S. L., and Zha, X. X. “Nonlinear pre-fire and post-fire analysis of steel frames,” Engineering Structures, Vol. 27, pp. 1689-1702, 2005.

Jowsey, A., Torero, J.L., Usmani, A., “Modelling of Structures in Fire：an Example of the Boundary Condition,” Proceedings of The International Technical Congress on Computational Simulation Fire Models in Engineering and Research, Santander (Spain), pp. 297-313, 2004.

Liu, T.C.H., Fahad M.K., and Davies, J.M. “Experimental Investigation of Behaviour of Axially Restrained Steel Beam in Fire,” Journal of Contructional Steel Research, Vol.58, pp.1211-1230, 2002.

Luecke WE, McCowan CN and Banovic SW, “Mechanical Propeties of Structural Steels,” Federal Building and Fire Safety Investigation of the World Trade Center Disaster, National institute of Standards and Technology, 2005.

McGrattan, Kevin B., Baum, Howard R., Rehm, Ronald G., “Large Eddy simulations of Smoke Movement,” Fire Safety Journal, Vol.30 , pp. 161-178,1998.

McGrattan, K., Klein, B., Hostikka, S., Floyd, J., “Fire Dynamics Simulator (Version 5) User’s Guide,” NIST, 2008.
Walton,W.D., and Thomas, P.H.. “Estimating temperatures in compartment fires,” Chapter 3-6.SFPE Handbook of Fire Protection Engineering. Society of Fire Protection Engineers, USA,1995.

Wang Z., Jia F., Galea E.R., Patel M.K. and Ewer J., “Simulating one of the CIB W14 round robin test cases using the SMARTFIRE fire field model, ” Fire Safety Journal, Vol.36 , pp. 661–667, 2001.

Wickstrom, U., Duthinh, D., McGrattan, K., “Adiabatic surface temperature for calculating heat transfer to fire exposed structures,” Interflam 2007, London, England, September 3-5, pp.943, 2007.

Wickstrom, U., “Adiabatic Surface Temperature and the Plate Thermometer for Calculating Heat Transfer and Controlling Fire Resistance Furnaces,” Fire Safety Science, Proceedings of the Ninth International Symposium, pp 1227-1238, 2009.

Yin, Y.Z., and Wang, Y.C., “A Numerical Study of Large Deflection Behavior of Restrained Steel Beams at Elevated Temperatures,” Journal of Constructional Steel Research, Vol. 60, pp. 1029-1047, 2004.

Yin, Y.Z., and Wang, Y.C., “Analysis of Catenary Action in Steel Beams Using a Simplified Hand Calculation Method, Part 1：Theory and Validation for Uniform Temperature Distribution,” Journal of Constructional Steel Research, Vol. 61, pp. 183-211, 2005.

中國國家標準CNS總號12514，「建築物構造部分耐火試驗法」，經濟部中央標準局，台灣，2002。

李鎮宏、蔡銘儒，「鋼結構梁柱組合火害行為數值分析與驗證研究」，內政部建築研究所自行研究成果報告，2008。

何明錦、陳生金，「鋼結構梁柱接頭高溫載重行為研究」，內政部建築研究所研究報告，2007。

林子賓，「高溫下螺拴孔承壓能力之研究」，碩士論文，國立成功大學土木工程研究所，台南， 2006。

林振吉，「H型梁-箱型柱彎矩接頭之火害行為研究」，碩士論文，國立成功大學土木工程研究所，台南， 2008。

林誠興，「建築物火災行為與結構安全之性能模擬分析」，行政院國家科學委員會專題研究計畫成果報告，2006。

林誠興、王士承，「數值模擬技術應用於建築物火災情境重現之探討」，工業安全科技，pp46-53，2007。

「建築物構造防火性能驗證技術手冊」，內政部建築研究所，2009。

莊有清，「鋼材在高溫環境下之行為探討」，碩士論文，國立成功大學土木工程研究所，台南，2004。

張宏宇，「鋼結構梁柱接頭火害實驗之溫度分布研究」，碩士論文，國立成功大學土木工程研究所，台南，2009。

黃雄義，「FDS預測ISO9705房間試驗火場情境之可行性研究」，碩士論文，國立高雄第一科技大學環境與安全衛生工程所，2005。

陳明宗，「複合式老舊住宅火災模擬分析以高雄縣民宅火災為例」，碩士論文，元智大學機械工程學系，2008。

陳建源，「火災電腦程式之一些應用」，碩士論文，元智大學機械工程研究所，1998。

陳諺輝，「螺拴孔於高溫下承壓行為之量測與數值模擬」，碩士論文，國立成功大學土木工程研究所，2006。

愛發股份有限公司編著，「ABAQUS實務入門引導」，全國科技圖書股份有限公司印行，臺北，2005年5月初版。

蕭博勳，「鋼結構抗彎梁柱接頭在高溫環境下之行為研究」，碩士論文，國立成功大學土木工程研究所，台南，2007。