• Journal of the Korean Wood Science and Technology
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• 제38권2호
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• pp.85-93
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• 2010

Japanese cedar has low density and poor mechanical performance. Manufacturing glue-laminated timber (glulam) is the best way to compensate for its poor mechanical performance. The Korean Standard (KS) confines outermost lamina of glulam to higher grade than E8, but the yield of higher than grade E8 from logs is only 6.5%. Therefore, the aim of this study is to investigate the possibility of non-Korean-Standard glulam in structural applications. Allowable stresses determined by both hand-calculation and Monte-Carlo simulation show a higher allowable stress than that of the KS-standard glulam of 6S-22B. In the Korean Standard (KS), knot characteristics are not taken into account. Japanese cedar has relatively small knots. We believe that the small knots in Japanese cedar contribute to a higher allowable stress than the KS-standard glulam would predict. The species classification of KS is required to be further subdivided into sub-species groups based on knot characteristics.

• 교육시설
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• 제15권2호
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• pp.27-38
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• 2008

This study aims to examine Japanese elementary school architecture in Meiji Era, in which Japanese modern education system was settled down and the school architecture flourished by mass construction of stereotyped school buildings. It is assumed that stereotyped school architecture is due to the influence of the standard drawings made by Japanese Ministry of Education, therefore standard drawings could be a key to understand the characteristics of the stereotyped school buildings in Meiji Era. In this perspective this study attempts to analyze 4 standard drawings and interpret it in relation to regulations and design guidelines for school architecture in that time. As results of this study the change and characteristics of stereotyped school architecture in Meiji Era are clarified in several categories. They are as follows : the deviation of classroom and corridor, the change of classroom size fixing to 4 kan(間) by 5 kan(間), the absolute use of north-lacing single corridor type block-plan, and the change of other space such as waiting room(控所), special instruction room, auditorium and gymnasium.

• Toxicological Research
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• 제1권1호
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• pp.31-41
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• 1985

The Japanese Good Laboratory Practice (GLP) Standard on Drugs was finalized as a guideline and implemented in April, 1983. This standard is intended to ensure the quality and integrity of the data from nonclinical toxicity studies submitted to the Ministry of Health and Welfare in support of applications for approval to manufacture or import new drugs or to be used in the reevaluation of previously approved drugs. The standard includes a guideline for organizational matters, personnel, facility, equipment, testing operation, documentation and conduct of studies. Principles and influences of implementation of Japanese GLP will be discussed briefly in comparison with foreign GLPs.

• 한국항해항만학회지
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• 제26권1호
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• pp.66-77
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• 2002

Generally hull insurance is undertaken by mean of a contract of hull insurance. A contract of hul1 insurance here is a contract whereby the insurer undertakes to indemnify the assured against the loss and damage to the vessel mused by maritime perils. A contract of hull insurance is consists of printed main insurance clauses and a clause includes many sub-clauses. Now the Institute Time Clauses-Hulls (hereunder refer to as "English hull insurance clauses"made by the Institute of London Underwriters is much used as the standard from or basic from by many countries ail over the world Now Korean insurance companies hue not made our their own hull insurance clauses, they have just adopted the made-out English hull insurance clauses and the english law and practice to solve the problem related to marine insurance. On the other hand, the United States of America and Japan have made out their own hull insurance clauses based on English hull insurance clauses and used the clauses for many years. Now American is using American Institute Hull Clauses(hereunder refer to as "American hul1 insurance clauses"as its own clauses which was made out by American Institute of Marine Underwriters in 1977 and Japan is also wing its own clauses named Japanese Hull Standard Clauses(hereunder refer to as "Japanese hull clauses") which was made out by japanese Hull Insurance Association in 1990. Therefore the purpose of this study is not only to make a comparative study on English hull insurance clauses 1995, American hull insurance clauses 1977 and Japanese hull clauses l990, but also to supply on some legal materials necessary for Korea to establish and perform our own hull insurance clauses.

• 품질경영학회지
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• 제29권4호
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• pp.82-91
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• 2001

Taguchi robust design is widely used to quality improve methods. Especially, interest of dynamic characteristics parameter design is getting grow. In this paper, we have a comparative analyzed three Signal-to-Noise Ratios which are used in American Supplier Institute(ASI), MINITAB and Taguchi series published by Japanese Standard Institute with numerical examples.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2001년도 추계학술대회 논문집
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• pp.198-203
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• 2001

• 교육시설 논문지
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• 제19권4호
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• pp.21-28
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• 2012

This study proposes a procedure for evaluating the seismic performance and retrofit of a typical reinforced building (R/C) school buildings contructed in the 1980s. The procedure is derived from the Japanese Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings and Nonlinear Static Procedure (NSP) specified in Federal Emergency Management Agency (FEMA 356). In this study, the Japanese Standard was applied for evaluating the additionally required seismic performance in the existing school building. Cast-in-place (CIP) reinforced concrete infill walls and steel braces were used to seismically retrofit the existing school building located in the region of Hongsung in Chungnam. In the pushover analysis, i.e NSP, the hinge properties of columns, beams, infill walls and steel braces were carefully calibrated based on the existing experiment results in the available literatures. The predicted seismic performance for the retrofitted building was compared to that for the virgin building. Based on the seismic evaluation with the Japanese Standard and the FEMA 356 criteria, the addition of CIP reinforced concrete infill walls and steel braces have superior constructablility and can improve effectively the seismic performance of the existing school buildings constructed in 1980s.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 Asia Navigation Conference
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• pp.230-239
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• 2006

The depth, width and alignment of fairway that are main port water facilities should be designed considering the various elements including particulars of design ships, weather and sea conditions around fairway and method of ship-handling. However not only the existing Japanese design standard for fairway and also those of other countries do not take into consideration of such kind of elements and no design standard is made by quantitative analysis. In this circumstance the new design standard (Approach Channels, A Guide for Design) depending on classified various elements and quantitative analysis was proposed in 1997 by PIANC and IAPH. But it was proved that calculated values according to this standard were unfounded and had some problems to output the discontinuous value by small difference of calculation condition because the each value fur each element was simply added. And also it is hard to apply this standard to the design of port water facilities in Japan because this [A Guide for Design] is the design standard for long channels in European port. The proposal of more reasonable Japanese standard will be expected by applying the study result of naval architecture and navigation and by the cooperation of ship operators to use fairway, naval architects to built ships and civil engineers to dredge fairway. The concept of a fairway in 'Design standard fur fairway in next generation' is defined as passage for approach channel) and traffic lane designated by light buoys as navigable water for safe navigation. In 'Design standard for fairway in next generation' depth, width and alignment are picked up among many design elements of a fairway. Design method for those elements is shown based on design ships and navigational environments. This standard shows the method of design for each dimension depending on characteristic on design ship and weather and sea condition. On the other hand, in case of existing fairway, it is possible to decide the size of ship and navigation criteria by opposite analysis.

• 조명전기설비학회논문지
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• 제12권3호
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• pp.1-6
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• 1998

본 연구는 육안비색법으로 파악한 13개의 일본표준색올 색채색차계를 이용하여 측색하여 일본표준색에 대한 남녀대학생의 색지각 범위를 CIE색도도 위에서 파악하여 이를 한국의 결과와 비교하는데 그 목적이 있다. 남자 140명, 여자 119명 계 259명의 일본대학생을 대상으로 한 실험결과 다음과 같은 사항을 밝혔다. 1) 일본대학생의 색지각은 크게 4가지 유형으로 구분되었다. 즉, 赤, 黃, 靑, 白, 灰, 黑이 속한 단순형, 黃綠,赤緊가 속한 X형, 綠이 속한 Y형, 靑綠, 緊, 靑緊, 黃赤이 속한 복합형이다. 2) 한일 양국인의 색지각유형을 비교한 결과, 黃赤, 靑, 靑綠, 赤緊의 경우는 지각유형이 아주 다르다는 것을 알았다. 3) 표준색과 평균지각색을 비교한 결과, 끊은 그 값이 유사하였으나 줌은 표준색과 평균 지각색 사이의 차 가 크다. 그리고 한일간의 비교를 한 결과, 한국인이 일본인보다 정확하게 색을 지각하고 있음을 알았다.

• Architectural research
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• 제20권1호
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• pp.17-25
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• 2018

Countermeasures against earthquake disasters such as the seismic capacity evaluation and/or retrofit schemes of buildings, especially existing low-rise reinforced concrete buildings, have not been fully performed since Korea had not experienced many destructive earthquakes in the past. However, due to more than 1200 earthquakes with low or moderate intensity in the off-coastal and inland of Korea during the past 20 years, and due to the recent moderate earthquakes in Korea, such as the 2016 Gyeongju Earthquake with M=5.8 and the 2017 Pohang Earthquake with M=5.4, the importance of the future earthquake preparedness measures is highly recognized in Korea. The main objective of this study is to provide the basic information regarding seismic capacities of existing low-rise reinforced concrete buildings in Korea. In this paper, seismic capacities of 14 existing low-rise reinforced concrete public buildings in Korea are evaluated based on the Japanese Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings. Seismic capacities between existing buildings in Korea and those in Japan is compared, and the relationship of seismic vulnerability of Korean buildings and Japanese buildings damaged due to severe earthquakes are also discussed. Results indicated that Korean existing low-rise reinforced concrete buildings have a narrow distribution of seismic capacities and they are relatively lower than Japanese buildings, and are also expected to have severe damage under the earthquake intensity level experienced in Japan. It should be noted from the research results that the high ductility in Korean existing low-rise buildings obtained from the Japanese Standard may be overestimated, because most buildings investigated herein have the hoop spacing wider than 30 cm. In the future, the modification of strength and ductility indices in the Japanese Standard to propose the seismic capacity evaluation method of Korean buildings is most needed.