참고문헌 (33)

1. Bracci, J. M., Reinhorn, A. M., & Mander, J. B., "Seismic Resistance of Reinforced Concrete Frame Structures Designed for Gravity Loads: Performance of Structural System", Structural Journal, Vol.92, No.5, pp.597~609, 1995 

   상세보기

2. El-Attar, A. G., White, R. N., & Gergely, P., "Behavior of Gravity Load Design Reinforced Concrete Buildings Subjected to Earthquakes", Structural Journal, Vol.94, No.2, pp.133~145, 1997 

3. Corley, W. G., Sozen, M. A., Thornton, C. H., & Mlakar, P. F. (1996). The Oklahoma City Bombing: Improving Building Performance through Multi-hazard Mitigation (Report No. FEMA-277). USA: Federal Emergency Management Agency (FEMA). Retrieved from https://www.fema.gov/sites/default/files/documents/fema_277_ok-city-bombing-report_1996.pdf 

4. Corley, W. G., "Lessons Learned on Improving Resistance of Buildings to Terrorist Attacks", Journal of Performance of Constructed Facilities, Vol.18, No.2, pp.68~78, 2004, doi: 10.1061/(ASCE)0887-3828(2004)18:2(68) 

   상세보기

5. Shin, J., Scott, D. W., Stewart, L. K., Yang, C. S., Wright, T. R., & DesRoches, R., "Dynamic response of a full-scale reinforced concrete building frame retrofitted with FRP column jackets", Engineering Structures, Vol.125, pp.244~253, 2016, doi: 10.1016/j.engstruct.2016.07.016 

   상세보기

6. Crawford, J. E., Wesevich, J., Valancius, J., & Reynolds, A. (1995). Evaluation of jacketed columns as a means to improve the resistance of conventional structures to blast effects. Proceedings of the 66th Shock and Vibration Symposium, USA. 

7. Malvar, L. J., Crawford, J. E., & Morrill, K. B., "Use of Composites to Resist Blast", Journal of Composites for Construction, Vol.11, No.6, pp.601~610, 2007, doi: 10.1061/(ASCE)1090-0268(2007)11:6(601) 

   상세보기

8. Crawford, J. E., Malvar, L. J., Wesevich, J. W., Valancius, J., & Reynolds, A. D., "Retrofit of Reinforced Concrete Structures to Resist Blast Effects", Structural Journal, Vol.94, No.4, pp.371~377, 1997 

9. Crawford, J. E., "State of the art for enhancing the blast resistance of reinforced concrete columns with fiber-reinforced plastic", Canadian Journal of Civil Engineering, Vol.40, No.11, pp.1023~1033, 2013, doi: 10.1139/cjce-2012-0510 

   상세보기

10. Muszynski, L. C., & Purcell, M. R., "Composite Reinforcement to Strengthen Existing Concrete Structures against Air Blast", Journal of Composites for Construction, Vol.7, No.2, pp.93~97, 2003, doi: 10.1061/(ASCE)1090-0268(2003)7:2(93) 

    상세보기

11. Buchan, P. A., & Chen, J. F., "Blast resistance of FRP composites and polymer strengthened concrete and masonry structures - A state-of-the-art review", Composites Part B: Engineering, Vol.38, No.5-6, pp.509~522, 2007, doi: 10.1016/j.compositesb.2006.07.009 

    상세보기

12. Mutalib, A. A., & Hao, H., "Development of P-I diagrams for FRP strengthened RC columns", International Journal of Impact Engineering, Vol.38, No.5, pp.290~304, 2011, doi: 10.1016/j.ijimpeng.2010.10.029 

    상세보기

13. Kyei, C., & Braimah, A., "Effects of transverse reinforcement spacing on the response of reinforced concrete columns subjected to blast loading", Engineering Structures, Vol.142, pp.148~164, 2017, doi: 10.1016/j.engstruct.2017.03.044 

    상세보기

14. Thai, D. K., Pham, T. H., & Nguyen, D. L., "Damage assessment of reinforced concrete columns retrofitted by steel jacket under blast loading", The Structural Design of Tall and Special Buildings, Vol.29, No.1, 2020, doi: 10.1002/tal.1676 

    상세보기

15. Livermore Software Technology Corporation(LSTC). "LS-DYNA Keyword User's Manual Version 971/R7.0." Livermore, CA (US), 2013. 

16. Ofengeim, D. K., & Drikakis, D., "Simulation of blast wave propagation over a cylinder", Shock Waves, Vol.7, No.5, pp.305~317, 1997, doi: 10.1007/s001930050085 

    상세보기

17. Tai, C. H., Teng, J. T., Lo, S. W., & Liu, C. W., "A Three-Dimensional Numerical Investigation into the Interaction of Blast Waves with Bomb Shelters", JSME International Journal Series B Fluids and Thermal Engineering, Vol.48, No.4, pp.820~829, 2005, doi: 10.1299/jsmeb.48.820 

    상세보기

18. Shi, Y., Hao, H., & Li, Z. X., "Numerical simulation of blast wave interaction with structure columns", Shock Waves, Vol.17, No.1, pp.113~133, 2007, doi: 10.1007/s00193-007-0099-5 

    상세보기

19. US Department of Defense(DoD). "Structures to resist the effects of accidental explosions." US DoD, Washington DC, USA, UFC-3-340-02, 2008. 

20. Hallquist, J., "LS-DYNA keyword user's manual", Livermore Software Technology Corporation, Livermore, CA (US), 2007. 

21. Olovsson, L., & Souli, M. (2000). ALE and Fluid-Structure Interaction Capabilities in LS-DYNA. Proceedings of the 6th International LS-DYNA Conference, USA, Retrieved from file:///C:/Users/user/Downloads/session15-4.pdf 

22. Slavik, T. P. (2009). A Coupling of Empirical Explosive Blast Loads to ALE Air Domains in LS-DYNA. IOP Conference Series: Materials Science and Engineering, Austria, pp.1~10, doi: 10.1088/1757-899X/10/1/012146 

    상세보기

23. Han, Y., & Liu, H., "Finite Element Simulation of Medium-Range Blast Loading Using LS-DYNA", Shock and Vibration, Vol.2015, pp.1~9, 2015, doi: 10.1155/2015/631493 

    상세보기

24. Woodson, S. C., & Baylot, J. T. (1999). Structural collapse: quarter-scale model experiments (Report No. SL-99-8). USA: US Army Engineer Research and Development Center. 

25. Baylot, J. T., & Bevins, T. L., "Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure", Computers & Structures, Vol.85, No.11-14, pp.891~910, 2007, doi: 10.1016/j.compstruc.2007.01.001 

    상세보기

26. Shi, Y., Hao, H., & Li, Z. X., "Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads", International Journal of Impact Engineering, Vol.35, No.11, pp.1213~1227, 2008, doi: 10.1016/j.ijimpeng.2007.09.001 

    상세보기

27. CEB-FIP MODEL CODE. "Model code for concrete structures." In: Comite Euro-International du Beton. Secretariat permanent. Case Postale 88, CH-1015 Lausanne, Switzerland, 2010. 

28. Crawford, J. E., Wu, Y., Choi, H. J., Magallanes, J. M., & Lan, S. (2012). Use and validation of the release III K&C concrete material model in LS-DYNA (Report No. TR-11-36.6). USA: Karagozian & Case, Glendale. 

29. Wu, Y., & Crawford, J. E., "Numerical Modeling of Concrete Using a Partially Associative Plasticity Model", Journal of Engineering Mechanics, Vol.141, No.12, 2015, doi: 10.1061/(ASCE)EM.1943-7889.0000952 

    상세보기

30. Crawford, J. E., Wu, Y., Magallanes, J. M., & Choi, H. J., "The Importance of Shear-Dilatancy Behaviors in RC Columns", International Journal of Protective Structures, Vol.4 No.3, pp.341~377, 2013, doi: 10.1260/2041-4196.4.3.341 

    상세보기

31. Malvar, L. J., & Crawford, J. E. (1998). Dynamic Increase Factors for Steel Reinforcing Bars. Proceedings of the 28th DDESB Seminar, USA. 

32. Shin, J., Stewart, L. K., Yang, C. S., & Scott, D. W., "Implementation of Bond-Slip Performance Models in the Analyses of Non-Ductile Reinforced Concrete Frames Under Dynamic Loads", Journal of Earthquake Engineering, Vol.24, No.1, pp.129~154, 2020, doi: 10.1080/13632469.2017.1401565 

    상세보기

33. Lin, X., Zhang, Y. X., & Hazell, P. J., "Modelling the response of reinforced concrete panels under blast loading", Materials & Design, Vol.56, pp.620~628, 2014 doi: 10.1016/j.matdes.2013.11.069 

    상세보기