과제정보
본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었음(과제번호 RS-2021-KA163162).
참고문헌
- ASCE (2010) Design of Blast-Resistant Buildings in Petrochemical Facilities, American Society of Civil Engineer, Virginia, p.300.
- ASCE (2021) Structural Design for Physical Security, American Society of Civil Engineer, Viginia, p.453.
- Astarlioglu, S., Krauthammer, T., Morency, D., Tran, T.P. (2013) Behavior of Reinforced Concrete Columns under Combined Effects of Axial and Blast-Induced Transverse Loads, Eng. Struct., 55, pp.26~34. https://doi.org/10.1016/j.engstruct.2012.12.040
- Biggs, J.M. (1964) Introduction to Structural Dynamics, McGraw-Hill, New York, p.341.
- Chopra, A.K. (2014) Dynamics of Structures, 4th edition, Prentice Hall, NJ, p.944.
- Cui, L., Zhang X., Hao, H. (2021) Improved Analysis Method for Structural Members Subjected to Blast Loads Considering Strain Hardening and Softening Effects, Adv. Struct. Eng., 24(12), pp.2622~2636. https://doi.org/10.1177/13694332211007382
- Dusenberry, D.O. (2010) Handbook for Blast- Resistant Design of Buildings, John Wiley & Sons, Inc, New Jersey and Canada, p.486.
- Geng, S., Wei, Y., Wang, W. (2021) Dynamic Increase Factor of an Equivalent SDOF Structural System for Beams with Different Support Conditions under Conventional Blast Loading, J. Eng. Mech., 147(4), p.06021002.
- Haitham, A.T. (2016) A Modified Single Degree of Freedom Method for the Analysis of Building Steel Columns Subjected to Explosion Induced Blast Load, Int. J. Impact Eng., 94, pp.120~133. https://doi.org/10.1016/j.ijimpeng.2016.04.007
- Liu, Y., Yan, J.B., Huang, F.L. (2018) Behavior of Reinforced Concrete Beams and Columns Subjected to Blast Loading, Def. Technol., 14, pp.550~559. https://doi.org/10.1016/j.dt.2018.07.026
- McKenna, F.T. (1997) Object-Oriented Finite Element Programming: Frameworks for Analysis, Algorithms and Parallel Computing, Ph.D.thesis, Univ. of California, Berkeley, CA.
- Nassr, A.A., Razaqpur, A.G., Tait, M.J., Gampidelli, M., Foo, S. (2013) Strength and Stability of Steel Beam Columns under Blast Load, Int. J. Impact Eng., 55, pp.34~48. https://doi.org/10.1016/j.ijimpeng.2012.11.010
- NORSOK (2013) Norwegian Standards: Design of Steel Structures (N-004), Standards Norway, Oslo, p.264.
- PDC-TR06-08 (2008) Single Degree of Freedom Structural Response Limits for Antiterrorism Design, US Army Corps of Engineers, p.35.
- Rong, H.C., Li, B. (2008) Deformation-Controlled Design of Reinforced Concrete Flexural Members Subjected to Blast Loadings, J. Struct. Eng., 134(10), pp.1598~1610. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:10(1598)
- UFC3-340-02 (2008) Structures to Resist the Effects of Accidental Explosions, Depart of Defence (DoD), p.1943.
- Yokoyama, T. (2015) Limits to Deflected Shape Assumptions of the SDOF Methodology for Analyzing Structural Components Subject to Blast Loading, J. Perform. Constr. Facil, 29(5), p.B4014008.