• 한국지진공학회논문집
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• 제28권4호
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• pp.171-181
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• 2024

For low-rise piloti-type buildings that suffered significant damage in the Pohang earthquake, the seismic performance of those designed by codes issued before and after the earthquake has been recently revised. This study started with the expectation that many of the requirements presented in the current codes may be excessive, and among them, the spacing of column stirrup could be relaxed. In particular, the recently revised design code of concrete structures for buildings, KDS 41 20 00, suggests that the column stirrup spacing is 1/2 of the minimum cross-sectional size or 200 mm, which is strengthened compared to KBC 2016, but relaxed than the current KDS, 41 17 00, which is 1/4 of the minimum size or 150 mm. As a result of the study, it was found that the target performance level was sufficiently satisfied by following the current standards and that it could be satisfied even if the relaxed spacing was followed. Therefore, the strict column stirrup spacing of KDS 41 17 00 could be relaxed if a wall other than core walls is recommended in the current guideline for the structural design of piloti-type buildings.

• 한국구조물진단유지관리공학회 논문집
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• 제21권2호
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• pp.13-23
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• 2017

본 연구는 사각형 콘크리트 압축부재를 CFRP 쉬트로 감쌌을 때의 보강효과와 거동 특성에 대한 연구로, CFRP 쉬트로 보강한 경우 쉬트의 구속효과에 의하여 압축내력이 향상되었으나 사각형 단면이므로 원형단면보다 구속효과는 작게 나타났다. 보강효과와 거동특성을 확인하기 위하여 CFRP 쉬트의 보강겹수, 시험체의 크기, 형상비, 모따기, 및 단면 개량을 변수로 선정하여 실험을 계획하였다. 11개의 실험변수별로 각각 5개씩, 총 55개의 실험체를 제작하여 실험하였다. 압축시험결과 CFRP 쉬트의 구속에 의해 보강효과가 나타났으나 실험체의 크기가 증가함에 따라 구속효과는 떨어졌다. 반면에 CFRP 쉬트의 구속효과에 의하여 사각형 콘크리트 기둥의 연성은 매우 크게 증가되었다. 단면형상을 사각형에서 원형으로 변형한 경우 압축강도와 연성 모두 증가되었다. 또한 실험결과와 기존연구결과를 사용하여 CFRP로 구속된 사각형 콘크리트 부재에 대한 기존 강도추정식의 정확성과 신뢰성을 검증하였다.

• 자원리싸이클링
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• 제15권3호
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• pp.66-73
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• 2006

망간단괴 제련 과정에서 니켈 이온의 회수량을 높임과 동시에 니켈 폐수를 제거하기 위한 기초 연구를 수행하기 위해 인공니켈 폐수와 실폐수에 대해 흡착제로 망간단괴를 사용하여 고정층 연속 흡착 실험을 하였다. 인공니켈폐수에 대한 고정층 흡착 칼럼의 충전층 높이, 유입수의 유량, 그리고 유입되는 니켈폐수의 농도를 변화시키면서 흡착 특성의 변화양방을 검토하였다. 흡착실험의 결과를 Bohart-Adams식에 적용하여 고정층 칼럼에서의 흡착량 및 흡착속도상수를 계산하여 비교하였다. 또한 고정 흡착층 파과곡선으로부터 유입수의 유량과 흡착질의 초기농도의 변화에 따른 각 칼럼의 흡착량의 변화를 검토하였다. 직렬 연결 칼럼들에 대해 초기 칼럼에서 최종 칼럼으로 흡착이 진행됨에 따라 흡착량은 상승하는 것으로 파악되었다. 실폐수를 고정층 칼럼에 유입하여 흡착특성을 살펴 본 결과, 충전층 높이에 따른 흡착양상의 변화가 인공폐수와 달리 뚜렷하게 관찰되지 않았는데 이는 인공폐수에 비해 실폐수 중의 $Ni^{2+}$의 농도가 현저히 높기 때문인 것으로 판단되었다. 실폐수의 흡착율에 미치는 망간단괴 입자크기의 영향에 대한 검토에서는 흡착제 입자가 작아질수록 니켈 이온의 흡착율이 다소 상승하는 것으로 파악되었다.

• 충청수학회지
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• 제14권2호
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• pp.55-66
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• 2001

A new stability analysis of QR factorizations using the two types of Householder reflections is presented. It shows that the use of the common type(the first) in QR factorizations with pivoting for size by row and column exchanges leas to rowwise more stability, although the second type has been used in Householder transformation for the better purpose. A row-oriented backward error bound for the second type Householder QR factorizations with column pivoting is drived.

• 한국대기환경학회지
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• 제16권1호
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• pp.1-10
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• 2000

The behavior of aerosos due to gravitational coagulation was studied experimentally and numerically. In experimental study, the geometric mean particel size increased as time elapsed in a vertical tube column, while the size decreased when the tube was set horizontally. The particle size distribution was observed to maintain the lognormal form during the coagulation process. Separately, numerical calculations were performed for studying the aerosol behavior under gravitational and Brownian coagulation using the moment method. By comparing the expeimented results with the numerical predictions, the governing mechanism of the aerosol behavior proved to be gravitational coagulation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.347-352
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• 2002

Recent trends in the construction of building frame feature the increase use of composite steel concrete members functioning together in what terms of mixed structural systems. One of such systems, RCS(reinforced concrete column and steel beam) system is introduced and closely examined focusing on bearing strength of the composite joint in this paper. The main objective of this study was to develope one of details to increase bearing capacity while bearing failure is one of the two primary modes of failure in RCS system. Local bearing tests with specimens about 1/3 of the actual concrete column size were performed applying uniform load through steel plate with 100$\times$110mm size. Test results show that specimens with the bearing reinforcement detail developed in this study enhanced the bearing strength by 1.71~3.02 compared to concrete cylinder strength.

• 한국해양공학회지
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• 제22권5호
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• pp.138-141
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• 2008

This paper treats the development of a new type of deep draught semisubmersible offshore structural shape that has excellent heave motion response and less down-time. This new type of semisubmersible shape is characterized by heave dampers at each pontoon corner and appropriate column size adjustment to achieve the desired cancellation and resonance motion period. It was found that the final model had efficient workability, based on the wavescatter diagrams for the GoM and North Atlantic ocean, due to less heave motion, although the specific heave response at the 100 year return period wave condition in the North Atlantic was more or less increased.

• 한국고분자학회:학술대회논문집
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• 한국고분자학회 2006년도 IUPAC International Symposium on Advanced Polymers for Emerging Technologies
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• pp.202-202
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• 2006

With a modern size exclusion chromatography (SEC) column, molecular weight analysis of a polymer sample takes about 10 min. However, it is desirable to reduce the analysis time further, in particular, for high throughput measurements required in combinatorial analyses or 2D-HPLC analyses. We implemented the high temperature SEC for the purpose. By inserting a narrow bore tubing between the column and the detector, a sufficient backpressure can be maintained to prevent the mobile phase from boiling and the effluent is cooled down enough when it reaches the detector. Therefore, a normal SEC detector can be used without any modification. The SEC resolution is greatly improved at the elevated temperature at high flow rate which allows high speed operation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.21-24
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• 2006

An experimental investigation was earned out to evaluate the fire performance of high strength concrete column made with different section size. Two different high strength concrete columns measuring 3,428mm in height and with the same tie spacing of 150mm were prepared to evaluate the effect of section size of $305{\times}305mm$ and $500{\times}500mm$ on the fire resistance. Compressive strength was 138MPa at the time of fire resistance fire testing. Based on the test result, fire resistance of column with the larger section of $500{\times}500mm$ exhibited the better performance than that of the smaller section of $305{\times}305mm$. The former withstood against the very high temperature over 240minutes, while the latter resisted during 176minutes.

• Earthquakes and Structures
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• 제8권1호
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• pp.1-18
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• 2015

A simple method of assessing the risk of overturning of precast reinforced concrete columns is presented in this paper. The displacement-based methodology introduced herein is distinguished from conventional force-based codified methods of aseismic design of structures. As evidenced by results from field tests precast reinforced concrete columns can be displaced to a generous limit without sustaining damage and then fully recover from most of the displacement afterwards. Realistic predictions of the displacement demand of such (rocking) system in conjunction with the displacement capacity estimates enable fragility curves for overturning to be constructed. The interesting observation from the developed fragility curves is that the probability of failure of the precast soft-storey column decreases with increasing size of the column importantly illustrating the "size effect" phenomenon.