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Choi. W.S., Kang, B.S., Park, K.J. (1998) Transformation of Dynamic Loads into Equivalent Static Loads Based on Modal Analysis, Trans. Korean Soc. Mech. Eng. A., 22(7), pp.1193-1204.
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Choi. W.S., Park, K.J. (2000) Quasi-Static Structural Optimization Technique Using Equivalent Static Loads Calculated at Every Time Step as a Multiple Loading Condition, Trans. Korean Soc. Mech. Eng. A., 20(1), pp.2568-2580.
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Kim, H., Cho, M. (2006) Two-level Scheme for Selection of Primary Degrees of Freedom and Semi-analytic Sensitivity Based on the Reduced System, Comput. Methods in Appl. Mech. & Eng., 195/33-36, pp.4244-4268.
DOI
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Kim, H., Cho, M. (2007) Transformation of Dynamic Loads into Equivalent Static Loads by the Selection Scheme of Primary Degrees of Freedom, J. Comput. Struct. Eng. Inst. Korea., 20(1), pp.57-63.
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Kim, H., Kim, E., Cho, M. (2013) Transformation of Dynamic Loads into Equivalent Static Load based on the Stress Constraint Conditions, J. Comput. Struct. Eng. Inst. Korea., 26(2), pp.165-171.
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