Report - 3 장 교대기초 말뚝의 안정해석법 · 2009-06-01 · ( exp (2ξ D 1 - D 2 2 G 3 ( ))) - 1) + G 2 ( ) G 1 ( )) - G 2 ( ) 1) (3.6) K p2 = 1 1 - D 2 /D 1 [ (D 1 D 2) G 1 (

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