• Proceeding of EDISON Challenge
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• 2016.03a
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• pp.116-119
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• 2016

Chlorosulfolipids(CSLs)는 1960 년대에 해조류에서 발견되었다. 하지만 당시 기술력으로는 해조류에서 CSLs 를 추출해 내는 것이 불가능하여 연구가 중단 되었다. 그 후로 40 년 뒤 2009 년이 되어서야 CSLs 를 추출할 수 있게 되었다. CSLs 가 독성을 지니고 있다는 연구가 보고 되어 왔다. 하지만 이 CSL 가 형성하는 구조를 실험으로 알수가 없고 아직까지 학회에 보고 된 적이 없다. 따라서 본 연구원이 MD 시뮬레이션을 이용하여 CSLs 가 형성하는 세포막의 구조를 알아보기 위하여 Coarse-grain 모델을 이용한 CSLs 의 Self-Assembly 연구와 이 결과로 인해 얻은 정보로 atomistic 모델을 만들어서 MD 시뮬레이션을 수행하였다.

• Structural Engineering and Mechanics
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• v.15 no.4
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• pp.415-436
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• 2003

The combination of spatial latticed structures (hereafter SLS) and flexible cables, the cable-stayed spatial latticed structures (hereafter CSLS) can cross longer span. According to variation principle, a novel geometric nonlinear formulation for 3-D bar elements considering large displacement and infinitesimal rotation increments with second-order precision is developed. The cable nonlinearity is investigated and it is taken that the secant modulus method can be considered as an exact method for a cable member. The tower column with which the cables link is regarded as a special kind of beam element, and, a new simplified stiffness formulation is presented. The computational strategies for the nonlinear dynamic response of structures are given, and the ultimate load carrying capacities and seismic responses are analyzed numerically. It is noted that, compared with corresponding spatial latticed shells, the cable-stayed spatial latticed shells have more strength and more stiffness, and that the verical seismic responses of both CSLS and CLS are remarkably greater than the horizontal ones. In addition, the computation shows that the stiffness of tower column influences the performance of CSLS to a certain extent and the improvement of structural strength and stiffness of CSLS is relevant not only to cables but also to tower columns.