• Journal of KIISE:Computing Practices and Letters
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• v.8 no.3
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• pp.295-302
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• 2002

This study addresses some solutions of the technical problem of using e-money systems. The solutions are on/off line e-money, one card, ordering system, and card-card settlement system etc. The alternatives are described as source code in the example of Angel Plus e-money. E-money is classified as IC card(off-line) type and net work(on-line) type. But, They should be integrated. End-users want to use the combined card for its conveniences. This research introduces on/off line e-money with a case study. On the basis of this paper, future research is to be further conducted on the Customer-oriented e-money with multiple functions.

• Korean Journal of Construction Engineering and Management
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• v.5 no.6 s.22
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• pp.212-217
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• 2004

Carbon fiber reinforced plastic(CFRP) plate Is one of the alterative materials for soengthening of reinforced and prestressed connote members due to excellent strength and light weight In this paper, the behavior of beams strengthened with CFRP plate and CFS(Carbon fiber sheet) is observed and analyzed from the test results. Especially specimens with thick plate is tested when large moment and large shear lone appear in same position. The main failure mode is a peeling-off of the CFRP plate near the loading points due to flexural-shear crack, Because of this failure mode, failure load is not linearly proportional to the thickness of CFRP plates. When beam is wrapped with CFS around oかy loading point it does not influence on the failure loads. Depending on the loading pattern, it is necessary to consider different design criteria for reinforced concrete members with external reinforcement. When line moment and large shear force appear in same location, maximum thickness may limit to 0.6mm and ratio between moment of strengthened beam and moment of unstrengthened beam is proposed 1.5-2.0. In order to use the plate of thicker than 6mm, CFS may be extended to the location which moment of strengthened beam is 1.5 times than moment of unstrengthened beam.