Prediction Model of Blast Load Acting on a Column Component Under an External Explosion Based on Database

Author:

Sung Seung-HunORCID,Cha Jeong-min1

Affiliation:

1. Senior Researcher, The 1st Research and Development Institute, Agency for Defense Development, 34060, Korea

Publisher

Computational Structural Engineering Institute of Korea

Subject

Computer Networks and Communications,Hardware and Architecture,Software

Reference20 articles.

1. Autodyn, ANSYS (2005) Theory Manual Revision 4.3., Century Dynamics, Concord, CA.

2. Center, P.D. (2008) Single Degree of Freedom Structural Response Limits for Anti-Terrorism Design, PDC TR-06-08, Omaha, NE: US Army Corps of Engineers.

3. Dalton, J., Gott, J., Parker, P., McAndrew, M., Bowling, C. (2008) Unified Facilities Criteria: Structures to Resist the Effects of Accidental Explosions(UFC 3-340-02), US Department of Defense, Washington, DC.

4. Department of the Army (1959) Design of structures to Resist of the Effects of Atomic Weapons: Weapons Effects Data, Army Technical Manual(TM 5-856-1). Washington, DC: Dept. of the Army.

5. Dobratz, B.M., Crawford, P.C. (1985) LLNL Explosive Handbook, Properties of Chemical Explosives and Explosive Simulants, Rep. No.UCRL-52997. Livermore, CA: Lawrence Livermore National Laboratory.

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