An Experimental Study on Blasting Collapse Behavior of Asymmetry Structure with High Aspect Ratio |
Song, Young-Suk
((주)한화 사업개발팀)
Jung, Min-Su ((주)한화 사업개발팀) Jung, Dong-Wol ((주)오비피이엔지) Hur, Won-Ho ((주)오비피이엔지) |
1 | ASI, 2006, Extreme Loading for Sturctures Technical Manual, Applied Science International, USA. |
2 | Okamura H. and Maekawa K., 1991, Nonlinear analysis constitutive models of reinforced concrete, Gihodo Co. Ltd., Tokyo. |
3 | Ristic, D., Y. Yamada and H. Iemura, 1986, Stressstrain based modeling of hystertic structures under earthquake induced bending and varying axial load, Kyoto University, Kyoto, Japan. |
4 | 민창식, 2005, 철근콘크리트공학, 구미서관. |
5 | Lie, T.T., T.J. Rowe and T.D. Lin, 1986, Residual Strength of Fire-Exposed Reinforced Concrete Columns, Evaluation and Repair of Fire Damage to Concrete, SP-92, American Concrete Institute, pp. 153-174. |
6 | 박훈, 석철기, 김효진, 2010, 발파해체시 사전취약화에 의한 붕괴거동의 영향, 한국구조물진단유지관리학회 추계학술발표회 논문집, pp. 373-375. |