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Recommendations on Design and Analysis of Protective Structures
박종일,Krauthammer, Theodor,Park, Jong Yil 한국군사과학기술학회 2013 한국군사과학기술학회지 Vol.16 No.5
Defending society against rapidly evolving types of warfare, such as asymmetric warfare, will remain a challenge, at least through the first half of the 21st century. Technology will continue to play a major role in these efforts, and society must develop appropriate innovative theoretical, numerical, and experimental approaches that will lead to a wide range of solutions. This paper is aimed at highlighting challenges that must be overcome to achieve the required objectives.
Inelastic two-degree-of-freedom model for roof frame under airblast loading
박종일,Theodor Krauthammer 국제구조공학회 2009 Structural Engineering and Mechanics, An Int'l Jou Vol.32 No.2
When a roof frame is subjected to the airblast loading, the conventional way to analyze the damage of the frame or design the frame is to use single degree of freedom (SDOF) model. Although a roof frame consists of beams and girders, a typical SDOF analysis can be conducted only separately for each component. Thus, the rigid body motion of beams by deflections of supporting girders can not be easily considered. Neglecting the beam-girder interaction in the SDOF analysis may cause serious inaccuracies in the response values in both Pressure-Impulse curve (P-I) and Charge Weight-Standoff Diagrams (CWSD). In this paper, an inelastic two degrees of freedom (TDOF) model is developed, based on force equilibrium equations, to consider beam-girder interaction, and to assess if the modified SDOF analysis can be a reasonable design approach.
박종일,Theodor Krauthammer 국제구조공학회 2011 Structural Engineering and Mechanics, An Int'l Jou Vol.39 No.2
This paper is focused on the residual capacity of steel columns, as a damage criterion. Load-Impulse (P-I) diagrams are frequently used for analysis, design, or assessment of blast resistant structures. The residual load carrying capacity of a simply supported steel column was derived as a damage criterion based on a SDOF computational approach. Dimensionless P-I diagrams were generated numerically with this quantitative damage criterion. These numerical P-I diagrams were used to show that traditional constant ductility ratios adopted as damage criteria are not appropriate for either the design or damage assessment of blast resistant steel columns, and that the current approach could be a much more appropriate alternative.
Inelastic two-degree-of-freedom model for roof frame under airblast loading
Park, Jong Yil,Krauthammer, Theodor Techno-Press 2009 Structural Engineering and Mechanics, An Int'l Jou Vol.32 No.2
When a roof frame is subjected to the airblast loading, the conventional way to analyze the damage of the frame or design the frame is to use single degree of freedom (SDOF) model. Although a roof frame consists of beams and girders, a typical SDOF analysis can be conducted only separately for each component. Thus, the rigid body motion of beams by deflections of supporting girders can not be easily considered. Neglecting the beam-girder interaction in the SDOF analysis may cause serious inaccuracies in the response values in both Pressure-Impulse curve (P-I) and Charge Weight-Standoff Diagrams (CWSD). In this paper, an inelastic two degrees of freedom (TDOF) model is developed, based on force equilibrium equations, to consider beam-girder interaction, and to assess if the modified SDOF analysis can be a reasonable design approach.
Park, Jong Yil,Krauthammer, Theodor Techno-Press 2011 Structural Engineering and Mechanics, An Int'l Jou Vol.39 No.2
This paper is focused on the residual capacity of steel columns, as a damage criterion. Load-Impulse (P-I) diagrams are frequently used for analysis, design, or assessment of blast resistant structures. The residual load carrying capacity of a simply supported steel column was derived as a damage criterion based on a SDOF computational approach. Dimensionless P-I diagrams were generated numerically with this quantitative damage criterion. These numerical P-I diagrams were used to show that traditional constant ductility ratios adopted as damage criteria are not appropriate for either the design or damage assessment of blast resistant steel columns, and that the current approach could be a much more appropriate alternative.