• 콘크리트학회논문집
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• 제12권4호
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• pp.59-67
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• 2000

With increased height of structure, the effect of column shortening need special consideration in the design and construction of high-rise buildings. The shortening of each column affects nonstructural members such as partitions, cladding, and M/E systems, which are not designed to carry gravity forces. The slabs and beams will tilt due to the cumulative differential shortening of adeacent vertical members. The main purpose of estimating the total shortening of vertical structural member is to compensate the differential shortening between adeacent members. This paper presents effect of parameters for phenomenon of column shortening in vertical members. The paper presents effect of parameters for phenomenon of column shortening in vertical members. The conclusions obtained from this study are follow as ; Strength of concrete and steel ratio effected on column shortening caused by elastic and inelastic shortening. Also, it is known that Ultimate-shrinkage-Value, Specific-Creep-Value, and volume to surface ratio effected on inelastic shortening only. Particularly, Ultimate-Shrinkage-Value and Specific-Creep-Value effected considerable on the amount of total column shortening.

• 한국지진공학회논문집
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• 제1권3호
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• pp.59-68
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• 1997

대도시에서 초고층 건물의 필요성은 구조 기술자에게 새로운 문제를 안겨주었다. 기둥축소의 효과는 설계 및 시공에 있어 특별한 주의를 요구한다. 기둥의 축소는 칸막이, 마감, 그리고 설비체계와 같이 수직하중을 지탱하도록 고려되어 있지 않은 비구조적인 요소에 영향을 미친다. 또한 각 기둥의 축소량 차이는 주위의 슬래브 및 보와 같은 부재들을 경사지게 한다. 축소량을 예측하는 목적은 부등 축소량의 차이를 미리 보정하는데 있다. 본 연구는 부동 축소량에 의한 주구조부재의 영향에 대한 내용을 다루었다. 자중으로 인해 초지 수직변위를 갖는 52층 철근콘크리트 구조물에 지진하중을 적용하여 구조물에 미치는 영향을 평가하였다. 각 수직구조요소에 대한 축소량은 전산화된 기둥축소 해석 프로그램을 이용하여 예측되었으며 지진하중으로 인한 축소량이 보정된 구조물과 보정되지 않은 구조물 사이의 응력을 조사하였다.

• 대한물리의학회지
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• 제7권4호
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• pp.443-450
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• 2012

PURPOSE: This study was investigated to find the validity of active movement control test for low back pain patients with or without hamstring shortening. METHODS: The subjects of this study were 28 subjects and all of them agreed to participate in the study. All subjects were classified according to 4groups. Group1 was no LBP, no hamstring shortening. Group2 was no LBP, hamstring shortening. Group3 was LBP, no hamstring shortening. Group4 was LBP, hamstring shortening. We measured to see their low back pain and hamstring shortening with VAS, Goniometer for active movement control test. We analyzed the data using Cochran Q test and crosstabulation for agreement index. RESULTS: The results of this study were as follows : 1) Low back pain had effect on active movement control by Group1 and Group2. 2) Hamstring had effect on active movement control by Group1 and Group2 3)Low back pain with or without hamstring shortening had effect on active movement control by Group4 CONCLUSION: According the results of this study, active movement control test were significantly influenced on low back pain and hamstring interaction.

• 한국식품조리과학회지
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• 제17권6호
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• pp.611-616
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• 2001

This study was carried out to investigate the effect of various lipids on the quality of Yackwa. Sesame oil, soybean oil, margarine for cream, margarine for pie and shortening were used as lipid for making dough of Yackwa in this study. The expansion rate of Yackwa ranked in the order of shortening, margarine for pie, soybean oil, margarine for cream and sesame oil. The Yackwa made with shortening showed low hardness, cohesiveness, gumminess and brittleness such as the ones made with sesame oil. The Yackwa made with sesame oil was oily and showed the lowest acceptability, but the Yackwa of shortening gained the highest score of acceptability in sensory evaluation. In conclusion. this experimental result indicated that shortening would be very useful as a substitute for sesame oil in making Yackwa.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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• pp.258-266
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• 1996

The purpose of this study is to make a reasonable correction in construction stage through exact prediction of long-time differential column shortening that occurs in the high-rise RC building. For this, a self-developed program adopted PCA code is used to predict differential column shortening with sequential loading process. Using this program, the amount of the different column shortening of Amatapura Apartment in Indonesia is predicted and the effect is analyzed. From the result, the major factor affecting the shortening amount in columns is elastic strain and the effect of shrinkage is very small rather than creep. And maximun differential column shortening is appeared near the middle of the building.

• 한국산학기술학회논문지
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• 제16권7호
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• pp.4704-4710
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• 2015

본 연구는 가돌리늄 조영제의 T1 shortening effect를 이용하여 말초동맥으로 갈수록 신호강도가 낮아지는 위상영상의 단점을 근본적으로 개선함으로써 진단에 유용한 영상을 획득하고자 하였다. 연구기간은 2014년 10월부터 동년 12월까지 시행하였으며, 심장질환자를 제외한 AVM 환자 30명을 대상으로 하였다. 연구방법은 T1 shortening effect에 따른 신호강도의 차이를 알아보기 위해 가돌리늄 조영제 주입 전 후 자화강조영상을 획득한 다음, 위상영상을 비교평가 하였다. 연구결과, 가돌리늄 조영제 주입 전, 후 뇌실질 내 말초동맥의 신호강도는 가돌리늄 조영제 주입 후가 주입 전에 비해 전두엽 19.45%, 측두엽 23.09%, 두정엽 18.82%, 후두엽 25.45%, 소뇌 20.93%로 증가 하였고 통계적으로 유의하였다. 그러므로 위상영상 획득 시 가돌리늄 조영제의 T1 shortening effect를 이용하면 위상영상의 단점을 보완할 수 있어 진단 및 치료에 유용한 영상을 획득할 수 있으리라 사료된다.

• 한국전산구조공학회논문집
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• 제33권4호
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• pp.237-244
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• 2020

본 논문에서는 포스트 텐션으로 보강된 아웃리거 벽체의 부등기둥축소량 저감 효과를 확인하였다. 아웃리거 벽체 시스템을 사용할 경우 콘크리트 부재를 아웃리거로 사용하기 때문에 아웃리거 벽체의 장기거동도 고려해야 한다. 아웃리거 벽체은 깊은 보의 형태로 전단 응력이 지배적이기 때문에 전단 응력을 받는 콘크리트의 장기거동에 대한 이론 연구를 수행하였고 그 결과를 유한요소해석에 적용하였다. 아웃리거의 장기거동 고려 시 부등기둥축소량과 아웃리거에 작용하는 전단력을 확인하였으며, 설계 변수인 아웃리거의 두께를 변경해가며 해석하였다. 해석 결과 부등기둥축소량은 증가하고 아웃리거에 작용하는 전단력은 감소함을 밝혔으며 아웃리거의 강성이 작을수록 그 효과가 크다는 것을 밝혔다. 이후 아웃리거의 장기거동으로 인해 증가한 부등기둥축소량을 감소시키기 위해 포스트 텐션 공법으로 보강하는 방법을 제안하고 그 효과를 확인하였다. 프리스트레스 도입 직후의 프리스트레스 손실과 장기거동에 의한 프리스트레스 손실을 모두 고려하였다. 해석 결과 포스트 텐션 공법의 뛰어난 부등기둥축소량 저감 효과를 확인하였으며, 프리스트레스의 크기가 증가할수록 그 효과가 증가함을 밝혔다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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• pp.267-274
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• 1996

Differential shortening of vertical members in high-rise buildings affect other structural members that have to be considered such as horizontal members and exterior cladding. of many elements which affect the total amount of shortening, different loading history mainly comes from the different construction time. Shortening of 66 story concrete columns were investigated and compared according to the different construction time, little difference was found between the total shortening of interior and that of exterior column.

• 국제초고층학회논문집
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• 제6권1호
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• pp.91-99
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• 2017

Special consideration should be given to differential column shortening during the design and construction of a tall building to mitigate the adverse effects caused by such shortening. The effects of the outrigger - which is conventionally used to increase the lateral stiffness of a tall building - on the differential shortening are investigated in this study. Three analysis models, a constant-section, constant-stress, and general model, are prepared, and the differential shortenings of these models with and without the outrigger are compared. The effects of connection time, sectional area, and location of the outrigger on the differential shortening are studied. The sectional area of the outrigger shows a non-linear relation in reducing the maximum differential shortening. The optimum locations of the single and dual outriggers are investigated by an exhaustive search method, and it is confirmed that a global optimum location exists. This study shows that the outrigger can be utilized to reduce the differential shortening between the interior core wall and the perimeter columns as well as to reduce the lateral displacements due to wind or earthquake loads.

• 한국임상수의학회지
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• 제14권2호
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• pp.223-229
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• 1997

This study was carried out to determine the effect of uterus shortening on the pvaries, the length of uterine horn and the recovery of embryos. The length of the shortened uterine horns increased more in part of uterine tip from connecting part for shortening than in base (P<0.05), and collection of embryos was also difficult in gilts because of its narrow pelvis. The embryos collected surgically from gilts with shortened uterine horns were developed into 2~8cells (87.5%) 3days and 4cell~morula (88.9%) 5days after mating.