• 보험의학회지
• /
• 제3권1호
• /
• pp.103-141
• /
• 1986

The present study was undertaken to establish the decision standard of builds for the insured by using the ratio of weight-for-height as build index. Materials being examined were the ratio of weight-for-height being calculated from the actually measured heights and weights of a total of 15,838 insured persons who were examined medically at Honam Medical Department of Dong Bang Life Insurance Company, Ltd. from June, 1979 to September, 1985. The ratio of weight-for-height is calculated by the following formula. The ratio of weight-for-height(%)=$\frac{weight(kg){\times}100}{\{height(cm)-100\}{\times}0.9(kg)$ The results were as follows: 1. The distribution of the ratio of weight. for-height of the 15,838 insureds follows Log normal distribution being skewed to the left(the direction of underweight). 2. The ratio of weight-for-height were Log transformed to lead to a sym metrical pattern of distribution in which statistical rules are known to be applied more exactly. Thereafter, the establishment of dicision standard of builds was undertaken by using the log of the ratio of weight-for-height as build index. Through all ages in male, the ratio of weight-for-height indicating the range of standard lives including slight overweighted and underweighted lives besides normal lives is 80-130%, and corresponds to $"M-2{\delta}"-"M+1.5{\delta}"$ and to $M{\pm}20%$ ; in female, 85-135%, and corresponds to $"M-2{\delta}"-"M+1.5{\delta}"$ and to $M{\pm}20%$. Through all ages in male, the ratio of weight-for-height indicating the initial level of super-overweighted and super-underweighted lives is 130-150% and 75-80%,and corresponds to $M+3{\delta}\;and\;M-3{\delta}$ and to M+40% and M-25% respectively;in female, 140-160% and 75-80%, and corresponds to $M+3{\delta}\;and\;M-3{\delta}$ and to M+40%-+50% and M-25% respectively. 3. Author's rating table model for builds(a table of weight per height) is proposed. On the table, the ratings for builds, i. e. standard, super-weighted and super-underweighted lives, are listed.

• Computers and Concrete
• /
• 제32권1호
• /
• pp.15-26
• /
• 2023

In order to study the anti-seismic performance of full light-weight concrete utility tunnel, EL Centro seismic waves were input, and the seismic simulation shaking table test was carried out on the four utility tunnel models. The dynamic characteristics and acceleration response of the system consisting of the utility tunnel structure and the soil, and the interlayer displacement response of the structure were analyzed. The influence law of different construction methods, haunch heights and concrete types on the dynamic response of the utility tunnel structure was studied. And the experimental results were compared with the finite element calculation results. The results indicated that with the increase of seismic wave intensity, the natural frequency of the utility tunnel structure system decreased and the damping ratio increased. The assembling composite construction method could be equivalent to replace the integral cast-in-place construction method. The haunch height of the assembling composite full light-weight concrete utility tunnel was increased from 30 mm to 50 mm to enhance the anti-seismic performance during large earthquakes. The anti-seismic performance of the full light-weight concrete utility tunnel was better than that of the ordinary concrete utility tunnel. The peak acceleration of the structure was reduced by 21.8% and the interlayer displacement was reduced by 45.8% by using full light-weight concrete. The finite element simulation results were in good agreement with the experimental results, which could provide reference for practical engineering design and application.

• Journal of Ship and Ocean Technology
• /
• 제7권2호
• /
• pp.20-28
• /
• 2003

A table of annual sea state occurrences is prepared based on the significant wave heights and modal periods, two parameters representing a Bretschneider wave spectrum. Measurements of them were done by the Korean Ocean Research and Development Institute (KORDI) at 67points around the Korean peninsula for 22 years. Also the average values of parameters over 4 regions and 4 seasons were derived. Comparative seakeeping calculations using wave parameters prevalent around Korea and those of the North Pacific at sea state numbers 3, 4, and 5 respectively, show some differences in the assessed seakeeping performance.

• 한국산림과학회지
• /
• 제30권1호
• /
• pp.1-7
• /
• 1976

항공사진(航空寫眞)을 이용(利用)한 자원조사법(資源調査法)에는 지상법(地上法) 항공사진법(航空寫眞法) 및 지상병용법(地上併用法)이 있는데 본시험(本試驗)에서는 지상병용법(地上併用法)을 적용(適用)할때 그 정도(精度)를 검정(檢定)한 것이다. 충북(忠北) 보은군(報恩郡)을 대상(對象)으로 임상구분(林相區分)한 후 면적(面積)을 점격자법(點格子法)에 의(依)하여 확정(確定)시켰으며 임상도(林相圖)에서 820개(個)의 Sample plot를 계통적(系統的) 추출법(抽出法)에 의(衣)하여 추출(抽出)한 후 항공사진(航空寫眞)에서 수고(樹高) 수관밀도(樹冠密度) 수관직경(樹冠直徑) 등(等)을 측정(測定)하여 Stereogram과 대조(對照) 비교(比較)하여 ha당(當) 재적(材積)을 추정(推定)하였고 820개(個)의 약(約) 4.5%에 해당(該當)하는 38개(個) plot를 Double Sampling에 의(依)하여 추출(抽出)한 후 현지(現地) 측정(測定)하여 분석(分析)한 결과(結果)를 요약(要約)하면 다음과 같다. 1. 점격자법(點格子法)에 의(依)한 면적측정치(面積測定値)와 행정통계치(行政統計値)와의 사이에 유의차(有意差)가 없었다. 2. 추정치(推定値)와 실측치(實測値) 간(間)에 유의차(有意差)가 없었으며 계수(係數) b의 값은 1.18이였다. 3. 침엽수(針葉樹)의 수고측정(樹高測定)은 비교적(比較的) 용이(容易)하였으나 활엽수(濶葉樹)인 경우는 정부(頂部)가 흐려져 측정(測定)이 비교적(比較的) 곤란(困難)하였다. 4. 재적(材積)이 적은 임분(林分)에서는 과대평가(過大評價)를 재적(材積)이 많은 임분(林分)에서는 과소평가(過小評價)되는 경향(傾向)이 있었다. 5. 지상병용법(地上併用法)을 적용시(適用時)는 숙달(熟達)된 기술자(技術者)에 의(衣)하여 추진(推進)되어야 하겠으며 사진재적표(寫眞材積表) 조제(調製) 먼저 이루어져야 하겠다.

• 한국산림과학회지
• /
• 제4권1호
• /
• pp.24-25
• /
• 1965

수확표조제시(收穫表調製時) 조사(調査)한 표준지(標準地)의 크기는 $40m{\times}40m$ 이하(以上)이어야 한다. 이것보다 작으면 과대(過大)한 평균치(平均値)를 주며 임분(林分)의 구조(構造)가 균일(均一)한것 같이 보이기 쉬우므로 자료음미시(資料吟味時) 기각상임분(棄却象林分)이 채용(採用)될 우려(憂慮)가 있다. $40m{\times}40m$ 크기에서는 우려(憂慮)는 없다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제27권6호
• /
• pp.182-192
• /
• 2023

본 연구에서는 동적 횡하중을 받는 조적 담장의 내진성능 향상을 위한 ECC(Engineered Cementitious Composite) 자켓의 효과를 실험적으로 검증하였다. 첫째로, 임팩트 해머 시험을 통해 비보강과 ECC로 보강된 조적 담장의 고유진동수와 모드 감쇠비, 변형 형상을 식별하여, 940mm의 비보강 조적담장과 970mm의 ECC 보강 담장이 각각 6.4, 35.3Hz의 고유진동수와 7.0, 5.3%의 감쇠비를 가지는 것을 확인하였다. 둘째로, 진동대를 사용하여 면외방향에 대한 지진파 실험을 수행하였고, El Centro(1940) 지진파를 25%부터 300%까지 스케일링하여 적용하였다. 비보강 조적담장의 경우, 50% 지진하중에서 벽돌과 줄눈 경계에 휨균열이 발생하였고, 다시 30%로 스케일링된 지반운동에서 면외방향으로 전도파괴되었다. 반면에 ECC로 보강된 조적담장은 300%의 지진하중에서도 균열이나 손상 없이 강건한 성능을 유지하였다. 마지막으로, 25~300%의 지반운동에 의한 비보강과 ECC 보강 조적담장의 밑면전단력과 설계기준에 따른 밑면전단력을 비교 및 평가하였다. 그 결과, 재현주기 1,000년의 지진에 대해 비보강 조적담장이 붕괴될 위험이 있는 데 반해, ECC 보강 담장은 4,800년 주기의 지진에도 안전한 것으로 추정되었다.

• Structural Engineering and Mechanics
• /
• 제64권5호
• /
• pp.661-670
• /
• 2017

The dynamic model test of dam-reservoir coupling system for a 203m high gravity dam is performed to investigate effects of reservoir water on dynamic responses of dam during earthquake. The hydrodynamic pressure under condition of full reservoir, natural frequencies and acceleration amplification factors along the dam height under conditions of full and empty reservoir are obtained from the test. The results indicate that the reservoir water have a stronger influence on the dynamic responses of dam. The measured natural frequency of the dam model under full reservoir is 21.7% lower than that of empty reservoir, and the acceleration amplification factor at dam crest under full reservoir is 18% larger than that under empty reservoir. Seismic dynamic analysis of the gravity dams with five different heights is performed with the Fluid-Structure Coupling Model (FSCM). The hydrodynamic pressures from Westergaard formula are overestimated in the lower part of the dam body and underestimated in its upper part to compare with those from the FSCM. The underestimation and overestimation are more significance with the increase of the dam height. The position of the maximum hydrodynamic pressure from the FSCM is raised with the increase of dam height. In view of the above, the Westergaard formula is modified with consideration in the influence of the height of dam, the elasticity of dam on the hydrodynamic pressure. The solutions of modified Westergaard formula are quite coincident with the hydrodynamic pressures in the model test and the previous report.

• 동아시아식생활학회지
• /
• 제1권1호
• /
• pp.53-75
• /
• 1991

To examine the main party of royal family in the Man Kyong Jeon, the authors analyzed“Jin Chan Eui Gue”, which is a historical record published in 1887(King Go-Jong). The results obtained from the study were as follows, 1. The dining tables were divided into two:fixed arranging tables(131) and taking-away tables. 2. Food and flowers were distributed to the 1238 attendants. 3. According to the status or class of the attendants, the pattern or size of table settings were differentiated in the kinds of food, hights of food, flowers china ware etc. 4. The seat of the King's Grand Mother was located facing the south. 5. Red silk table cloth was used in the main party. 6. At the main party for the King's Grand Mother, dishes were arranged in the following sequence, the first line : cakes made of flour, oil and honey etc. the second : oil and honey pastry the third : fruits the fourth : rice cake etc. the fifth : cooked meat and fried fish etc. the sixth : sliced raw fish and beverage etc. the seventh : noodles, soup and soy bean sauce the eighth : spoon and chopsticks. 7. In the arrangements of tables for the King's Grand Mother, the heights of food on the dishes were as following level, a dish : 1 chok and 5 chon (1척 5촌) 27 dishes : 1 chok and 3 chon (1척 5촌) 7 dishes : 1 chok. (1척)

• 대한가정학회지
• /
• 제23권4호
• /
• pp.79-100
• /
• 1985

This study was designed to establish Korean food culture by analyzing 17 sets of Jinyounuigue, Jinchanuigue, and Jinjarkuigue which were the records of royal party procedures in Yi dynasty, Analysis was made on royal parties in terms of table setting, kinds of dishes served, composition of foods, frequency of the food materials used, and food items changed over the period from 1719 to 1902, the latter half period of Yi dynasty. Foods used in those parties were classified into seven groups in this study; rice and noodoes, side dishes, Docks, desserts, fruits and nuts, beverages, and sauces. There were about 10 kinds of steamed rice and noodles including Mandoo and Byungtang, 140 different kinds of side dishes, 53 kinds of Kocks, 142 kinds of various desserts, especially Dasik and Korean cookies, 38 kinds of fruits and nuts, 10 kinds of beverages including Hwachae and Sujeongkwa, and 10 kinds of sauces such as soy sauce, mustard, honey, and etc. There was no tendency in omission or addition of food materials, but the number and heights of dishes were designated by the scale or character of the party. There were unique measuring units that were quite different from metric system. More than 30 different units were appeared in the differences. Most of them were used for typical items such as Sari for noodles only. However some were quite general and used until now. Mal and Dye were the units for volume, Kwan and Kuen for weight, and Chock and Chon for length.

• Structural Engineering and Mechanics
• /
• 제86권1호
• /
• pp.29-48
• /
• 2023

Pounding happens when contiguous structures with differing heights vibrate out of line caused by a seismic activity. The situation is aggravated due to the insufficient separation gap between the structures which can lead to the crashing of the buildings or total collapse of an edifice. Countries around the world have compiled building standards to address the pounding issue. One of the strategies recommended is the introduction of the separation gap between structures. AS1170.4-2007 is an Australian standard that requires 1% of the building height as a minimum separation gap between buildings to preclude pounding. This article presents experimental and numerical tests to determine the adequacy of this specification to prevent the occurrence of seismic pounding between steel frame structures under near-field and far-field earthquakes. The results indicated that the recommended minimum separation gap based on the Australian Standard is inaccurate if low-rise structure in a coupled case is utilised under both near and far field earthquakes. The standard is adequate if a tall building is involved but only when a far-field earthquake happens. The research likewise presents results derived by using the ABS and SRSS methods.