최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기터널과 지하공간: 한국암반공학회지 = Tunnel and underground space, v.33 no.3, 2023년, pp.169 - 188
최순욱 (한국건설기술연구원 지반연구본부) , 장수호 (한국건설기술연구원 지반연구본부) , 강태호 (한국건설기술연구원 지반연구본부) , 이철호 (한국건설기술연구원 지반연구본부)
Fires in tunnels are characterized by higher temperature rise and higher maximum temperatures compared to ground fires. For this reason, countries such as the Netherlands and Germany have developed separate temperature-time curves for use in tunnel fires. Fires in tunnels cause damage to the tunnel ...
ACI Committee 318, 2019, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19); American Concrete Institute: Farmington Hills, MI, USA.?
Alarcon-Ruiz, L., Platret, G., Massieu, E., and Ehrlacher, A., 2005, The use of thermal analysis in assessing the effect of?temperature on a cement paste, Cement and Concrete Research, 35(3), 609-613.?
Anton, O. and Wu, X., 2004, Runehamar tunnel fire tests-Upton: Fire protection, SP RAPPORT-STATENS PROVNINGSANSTALT, pp. 145-154.?
Beard, A. and Carvel, R., 2005, The Handbook of Tunnel Fire Safety, Thomas Telford Publishing, London, pp. 113-115.?
Borst, R. D., 1997, Some recent development in computational modelling of concrete fracture, International Journal of Fracture, 86,?5-36.?
Bostrom, L. and Larsen, C. K., 2006, Concrete for Tunnel Linings Exposed to Severe Fire Exposure, Fire Technology, 42, 351-362.?
Buchanan, A.H., 2002, Structural Design for Fire Safety, WILEY.?
Chang, S.H., Choi, S.W., and Lee, J., 2016, Determination of the combined heat transfer coefficient to simulate the fire-induced?damage of a concrete tunnel lining under a severe fire condition, Tunnelling and Underground Space Technology, 54, 1-12.?
Chang, S.H., Choi, S.W., Kwon, J.W., and Bae, G.J., 2006, Evaluation of fire-induced damage to structural members in tunnels,?KSCE Journal of Civil and Environmental Engineering Research, 26(3C), 219-228.?
Chang, S.H., Choi, S.W., Kwon, J.W., Kim, S.H., and Bae, G.J., 2007, Alteration of mechanical properties of tunnel structural?members after a tunnel fire accident, J. of Korean Tunn Undergr Sp. Assoc., 9(2), 157-169.?
Chang, S.H., Choi, S.W., Bae, G.J., and Ahn, S.Y., 2008, A new element elimination model to predict fire-induced damage on an?underground structure, J. of Korean Tunn Undergr Sp. Assoc., 10(4), 1-15.?
Choi, S.W. and Kang, T.S., 2021, Evaluation of Segment Lining Fire Resistance Based on PP Fiber Dosage and Air Contents,?Tunnel and Underground Space, 31(6), 469-479.?
Choi, S.W., Chang, S.H., Kim, H.Y., and Jo, B.H., 2011, Experimental evaluation of fire protection measures for the segment joint?of an immersed tunnel, J. of Korean Tunn Undergr Sp. Assoc., 13(3), 177-197.?
Choi, S.W., Chang, S.H., Lee, G.P., and Bae, G.J., 2005, Fire-induced Damage to Shield TBM Concrete Segment, Journal of the?Korean Geotechnical Society, 21(5), 171-177.?
Choi, S.W., Kang, T.H., Lee, C., Kim, S.K., Kim, T.K., and Chang, S.H., 2021b, Fire resistance assessment in construction joint of?precast fireproof duct slab, J. of Korean Tunn Undergr Sp. Assoc., 23(5), 359-370.?
Choi, S.W., Lee, J., and Chang, S.H., 2013, A holistic numerical approach to simulating the thermal and mechanical behaviour of a?tunnel lining subject to fire, Tunnelling and Underground Space Technology, 35, 122-134.?
Choi, S.W., Chang, S.H., Kim, H.Y., and Jo, B.H., 2010, Assessment of Structural fire Resistance of a Fire-Proofed Immersed?Tunnel Under Tunnel fire Scenarios, J. of Korean Tunn Undergr Sp. Assoc., 12(6), 429-441.?
Choi, S.W., Kang, T.H., Lee, C., Kim, H.S., Ahn, B., and Chang, S.H., 2021a, Fire resistance assessment of segment lining with PP?fiber amount, J. of Korean Tunn Undergr Sp. Assoc., 23(5), 303-314.?
Clement, F. and Focaracci, A., 2011, Fire Protection in Tunnels: Requirements, Solutions and Case histories, Proceedings of?ITA-AITES 2011, Helsinki, Finland.?
Corsi, F., 2008, Damage to concrete in tunnels after fire exposure-Evaluation report, UPTUN Workpackage 4 Fire effects and?tunnel performance: system structural response M43, pp. 20-37.?
Cotterell, B., 2002, The past, present, and future of fracture mechanics, Engineering Fracture Mechanics, 69, 533-553.?
Davie, C.T., Zhang, H., Pearce, C.J., and BICANIC, N., 2008, Computational modelling of concrete exposed to fire: the effects of?coupled hygrothermal-mechanical behavior on the development of spalling in concrete structures, Proceedings of the Fifth?International Conference, Structures in Fire, Nanyang Technological University, Singapore, 28-30th, May, 2008, pp 357-368.?
Dekker, J., 1986, Tunnel Protection Fire Test Procedure, IBBC, TNO report.?
Dorgarten, H.W., Balthaus, H., Dahl, J., and Billig, B., 2004, Fire-resistant Tunnel Construction; Results of Fire Behaviour Tests?and Criteria of Application, Proc. of ITA-AITES 2004, No. B06.?
Eurocode 2, 2004, Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design, EN 1992-1-2(2004).?
Gawin, D., Pesavento, F., and Schrefler, B.A., 2003, Modelling of hygrothermal behaviour of concrete at high temperature with?thermochemical and mechanical degradation, Computer Methods in Applied Mechanics and Engineering, 192(13-14),?1731-1771.?
GK Fixed Link Corporation, 2006, Structural analysis report(transverse analysis part of immersed tunnel element E12~E14).?
Hertz, K.D., 2003, Limits of spalling of fire-exposed concrete, Fire Safety Journal, 38(2), 103-116.
ITA, 2004, Guidelines for structural fire resistance for road tunnels, Working Group No. 6 Maintenance and Repair, pp. 2-4~6.?
ITA, 2017, Structural Fire Protection For Road Tunnels, Working Group No. 6 Maintenance and Repair, p. 10.?
JCI, 2002, Report of the Committee for the Investigation of Fire Safety of Concrete Structures, Japan Concrete Institute, pp. 94-112.?
Kalifa, P., Chene, G., and Galle, C., 2001, High-temperature behaviour of HPC with polypropylene fibres: From spalling to?microstructure, Cement and Concrete Research, 31(10), 1487-1499.?
Khoury, G.A., 2000, Effect of fire on concrete and concrete structures, Prog. Struct. Engng Mater., 429-447.?
Khoury, G.A., 2008, Passive fire protection of concrete structures, Proceedings of the Institution of Civil Engineers-Structures and?Buildings, 161(3), 135-145.?
Khoury, G.A., Majorana, C.E., Pesavento, F., and Schrefler, B.A., 2002, Modelling of heated concrete, Magazine of Concrete?Research, 54(2), 77-101.?
Kodur, V.K.R. and Dwaikat, M., 2008, A numerical model for predicting the fire resistance of reinforced concrete beams, Cement?and Concrete Composites, 30, 431-443.?
Lottman, B.B.G., Koenders, E.A.B., Blom, C.B.M., and Walraven, J.C., 2013, Spalling of concrete due to fire exposure: A coupled?fracture mechanics and pore pressure approach, MATEC Web of Conference 6, Doi:10.1051/matecconf/20130605002.?
Mazzucco, G. and Xotta, G., 2016, Fire spalling prevention via polypropylene fibres: a meso-and macroscale approach, Modelling?and Simulation in Engineering, 2016(8639545), 11.?
Melbye, T. and Dimmock, R., 2006, Thermal Barriers and Fibre Concrete Roles in the Passive Fire Protection of Tunnels, In?Shotcrete for Underground Support X, ASCE 2006, pp. 285-297.?
Ono, K. and Otsuka, T., 2006, Fire Design Requirement for Various Tunnel, Proc. of 32nd ITA - World Tunnel Congress, Seoul,?Keynote lecture.?
Peng, G.F., 2000, Evaluation of fire damage to high-performance concrete, Ph.D. Dissertation, Hong Kong Polytechnic University,?pp. 26-48.?
Pesavento, F., Schrefler, B.A., and Gawin, D., 2007, Modelling of coupled multifield problems in concrete by means of porous?media mechanics, Fracture Mechanics of Conference and Concrete Structures-New Trends in Fracture Mechanics of?Concrete-Carpinteri, et al. (eds), 2007 Taylor&Francis Group, London, pp. 485-493.?
Phan, L.T. and Carino, N.J., 2003, Code Provisions for High Strength Concrete Strength-Temperature Relationship at Elevated?Temperatures, Materials and Structures, 36(256), 91-98.?
Phan, L.T., 1996, Fire Performance of High-Strength Concrete: A Report of the State-of-the-Art, NISTIR 5934, National Institute?of Standards and Technology, pp. 54-56.?
Phan, M.T., Meftah, F., Rigobert, S., Autuori, P., Lenglet, C., and Dalpont, S., 2011, A finite element modeling of thermo-hydro-mechanical behavior and numerical simulation of progressing spalling front, 2nd International RILEM?Workshop on Concrete Spalling due to Fire Exposure, 5-7th, Delft, Netherlands, pp. 221-226.?
PIARC, 1999, Fire and Smoke Control in Road Tunnels, PIARC Committee on Road Tunnels.?
Savov, K., Lacker, R., and Mang, H.A., 2005, Stability assessment of shallow tunnels subjected to fire load, Fire Saf. J., 40,?745-763.?
Schneider, U., 1988, Concrete at high temperatures-a general review, Fire Safety Journal, 13(1), 55-68.?
Tantawy, M.A., 2017, Effect of high temperatures on the microstructure of cement paste, Journal of Materials Science and?Chemical Engineering, 5(11), 33.?
Wang, P., Jiang, M., Zhou, J., Wang, B., Feng, J., Chen, H., Fan, H., and Jin, F., 2018, Spalling in concrete arches subjected to?shock wave and CFRP strengthening effect, Tunnelling and Underground Space Technology, 74, 10-19.?
Yasuda, F., Ono, K., and Otsuka, T., 2004, Fire Protection for TBM Shield Tunnel Lining, Proc. of ITA-AITES 2004, B09.?
Yermak, N., Pliya, P., Beaucour, A.L., Simon, A., and Noumowe, A., 2017, Influence of steel and/or polypropylene fibres on the?behaviour of concrete at high temperature: Spalling, transfer and mechanical properties, Construction and Building?Materials, 132, 240-250.?
※ AI-Helper는 부적절한 답변을 할 수 있습니다.