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洛東江 流域의 水運硏究 : 漆谷郡 倭館을 중심으로 In the Case of Chilgok County
吳世昌 大邱大學校 社會科學硏究所 2000 社會科學硏究 Vol.8 No.1
낙동강은 예로부터 嶺南의 젖줄로서 유역민에게 많은 혜택을 주기도 하였지만, 때로는 범람으로 많은 피해를 주기도 하였다. 낙동강의 이용과 극복방법은 시대와 기술수준에 따라 다양한데, 전극대적인 교통에서 水運이 차지하는 비중은 대단하였다. 특히 낙동강중류의 漆谷郡 왜관은 경부선 철도의 개통이전에는 倭館으로 일본과의 교역이 성하였고 상류의 곡물과 임산물의 수송과, 하류의 魚鹽의 교역지로서 발달하였다. 그러나 경부선의 복선화와 도로교통의 발달로, 水運의 이용이 현저히 줄어들고, 나루터의 역할이 쇠퇴하고 아울러 현재는 그 잔재도 찾아볼 수 없다. 과거 왜관 10군데 중에 유일하게 倭館이란 지명이 남아있는 곳은 이곳 뿐으로, 현재는 大邱와 龜尾의 衛星都市로서 옛 나루터는 大橋로 바뀌고, 산업체의 이전으로 人口가 점차 증가하고 있다.
오세창 啓明大學校 産業經營硏究所 1997 經營經濟 Vol.30 No.2
SUMMARY As above, after talking first salient features of CISG through scope and interpretation of CISG, the sale of goods, formation of the contract, an invisible gain, resources for flexibility and development, in the following international character and uniformity, good faith, practices of the parties, general principles, the rules of private international law was particullary reviewed among above mentioned features. The conclusion is as follows : 1) CISG which goes into force following culminating the work of half a century to promote progressive harmonization and unification of the law of international trade, plays a supporting role, supplying answers to problems that the parties have failed to solve by contract, and governs contracts between parties whose places of business in different states, namely having international character 2) CISG must be interpretated to the convention's international character and to the need to promote uniformity in its application, good faith, general principles, rules of international private law. As above, after talking first salient features of CISG through scope and interpretation of CISG, the sale of goods, formation of the contract, an invisible gain, resources for flexibility and development in the following international character and uniformity, good faith practices of the parties, general principles, the rules of private international law was particullary reviewed among above mentioned features. The conclusion is as follows : 1) CISG which goes into force following culminating the work of half a century to promote progressive harmonization and unification of the law of international trade, plays a supporting role, supplying answers to problems that the parties have failed to solve by contract and governs contracts between parties whose places of business in different states, namely having international character 2) CISG must be interpretated to the convention's international character and to the need to promote uniformity in its application, good faith, general principles, rules of international private law. 3) CISG regulates a systematic provisions to be considered practical character on basis of common law and civil law, and adopts a unified contractual approach to obligations and remedies. 4) CISG was approved without a dissenting vote. In short, the spirit of consensus that had developed in UNCITRAL was maintained to the end of the diplomatic conference. This was resulted from the refining processes of int'l collaboration. The most powerful forces towards eliminating awesome relics of the dead past also were intrinsic to the process of int'l collaboration. 5) CISG leaves much to be desired in flexibility and development 6) CISG is the one and only uniform law on contracts for int'l sale of goods. Therefore, we must keep in mind two principles that will seem banal: legislation calls for on approach to interpretation that is consistent with its character and purpose, and CISG has a very special function to replace diverse domestic rules with uniform int'l law. So it is very important to interpretate CISG according to Article 7.
파임을 가진 국산 침엽수재의 휨성능 및 구조설계기준에 관한 연구
오세창 한국목재공학회 1998 목재공학 Vol.26 No.4
Test results of domestic softwood lumber were presented to examine the notch effect of beams and compare to present AIJ(Architecture Institute of Japan) formula in notched wed member especially positioned in bottom side (tension side) of a beam. Notched lumber was tested under following condition : each specimen supported simply, and subjected to third-poet loading at points of 1/3 of the span length. Notch was located opposite side to loading direction and notch depth were 1/6, 1/4, 1/3 of beam depth. Dieflection and load ware measured by digital dial wage each in 25kgf increment. Bending test results were as follows; Mpro/Nmax range (proportional and maxiurn bending moment ratio in notched beam) was 0.5∼0.65. It was considered that maxiurn bending moment was about 1.5 times to proportional bending moment in notched beam and showed same tendency in the test result of ordinary wood specimens. AIJ standard formula for the tension side notch, Mmax = 0.6 × (Zo·σ), the constant 0.6 was suitble for notch ratio(notch depth to beam depth) 1/6, but this ratio for 1/4, and 1/3 was not. So it is preferable to accept smaller value than 0.6 for notch ratio more than 1/3. These experiment results showed critical effect In tension side notched wood beam especially in greater than notch ratio 1/3 of wood beam. From the above results, it is recommened to revise design formula adoptable to domestic wood constructor member with tension side notched member.