• Feed Journal
• /
• v.3 no.8 s.24
• /
• pp.88-93
• /
• 2005

생사료 사용으로 야기되는 양식어장의 환경악화 및 자원남획을 방지하고 WTO체제하에서 경쟁력있는 양식업으로 살아 남을 수 있도록 하기위해 실시되는 배합사료 직접지불제 사업을 소개한다.

• KLA journal
• /
• v.15 no.7
• /
• pp.26-27
• /
• 1974

편집자 주 : 본문은 전호(6월호)에 게재된 장일세씨의 ‘공공도서관 설치현황과 문제점’이란 제하의 ‘문화원에 대한 고찰’에 대하여 문화원의 입장을 밝힌 필자의 글을 그대로 실는 것이다.

• 기계와재료
• /
• v.16 no.4 s.62
• /
• pp.31-41
• /
• 2004

• 주택과사람들
• /
• s.93
• /
• pp.51-67
• /
• 1998

IMF 구제금융체제하에서 주택건설 및 주택가격에 미치는 영향이 지대할 것으로 예상되는 바, 주택건설업계의 경쟁력을 제고하고 주택시장 안정을 위한 종합대책을 조기에 수립$\cdot$시행하여 경제위기 극복에 적극적으로 대처코자 함

• Journal of the Korean hospital association
• /
• v.26 no.7.8 s.246
• /
• pp.19-28
• /
• 1997

다음 글은 한국병원경영합회 1997년도 춘계학술대회에서 '일본병원의 경영상황과 경영 개선 사례'라는 제하로 발표한 논문을 재정리 한 것이다.

• Geotechnical Engineering
• /
• v.10 no.4
• /
• pp.167-180
• /
• 1994

A series of long term consolidation tests were conducted under loading -unloading and loading(pc) -unloading(p.) -reloading(p,) conditions using reconstituted clay in order to investigate the effect of stress history on secondary consolidation characteristics and the applicability of the secondary consolidation model suggested by Bjerrum to overconsolidated clays. According to the test results, the secondary compression settlement affected by the stress history in the first half of experimental period and the coefficient of secondary compression, C‥‥ is dependent on overconsolidation ratio, OCR(p,1 p.), maBium OCR (p./p.), and unloading duration time. Moreover the coefficient of secondary consolidation in the latter half of experimental period Cn is mainly affected by OCR and it gradually reduces with OCR increment. Finally the comparison of the experimental results with the Bjerrum model indicates that the Bjerrum model can be applied beyond certain range of stress history in the overconsolidated clay.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.9 no.1
• /
• pp.135-145
• /
• 2005

Geotechnical design routinely requires that in-situ strength, stiffness of the ground be determined. In the working stress conditions, the strain level in a ground experienced by existing structures and during construction is less than about 0.1%~1%. In order to analyze the deformational behavior accurately, the in-situ testing technique which provides the reliable deformational characteristics at small strains, needs to be developed. Cone pressuremeter tests were performed on the western off-shore region of korea, and analyzed using cavity expansion theory and curve fitting technique to obtain the shear modulus at small strain level of $10^{-1}%$. The value of $E_u/S_u$ ratio for the marine clay shows about 589 at the small strain. However the value of $E_u/S_u$ estimated by lab tests are much smaller values ranged from 81 to 91. It is indicated that the curve fitting technique from CPM tests results can be used to obtain the shear modulus at small strain.

• ICROS
• /
• v.11 no.2
• /
• pp.34-53
• /
• 2005

• 전기산업
• /
• v.1 no.1
• /
• pp.70-75
• /
• 1990

일본전기공업회의 「전기」지('90년 5월호)에 실린 「'90년 전기기기생산전망」제하의 기사내용중 중전기관련분야를 입수, 전문번역하여 게재하오니 업계관계자의 많은 관심을 기대합니다.

• Journal of the Korean Society for Precision Engineering
• /
• v.18 no.7
• /
• pp.27-33
• /
• 2001