• Earthquakes and Structures
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• 제16권4호
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• pp.469-485
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• 2019

A numerical investigation regarding local (${\mu}_L$) and story (${\mu}_S$) ductility demand evaluation of steel buildings with perimeter moment resisting frames (PMRF) and interior gravity frames (IGF), is conducted in this study. The interior connections are modeled, firstly as perfectly pinned (PP), and then as semi-rigid (SR). Three models used in the SAC steel project, representing steel buildings of low-, mid-, and high-rise, are considered. The story ductility reduction factor ($R_{{\mu}S}$) as well as the ratio ($Q_{GL}$) of $R_{{\mu}S}$ to ${\mu}_L$ are calculated. ${\mu}_L$ and ${\mu}_S$, and consequently structural damage, at the PMRF are significant reduced when the usually neglected effect of SR connections is considered; average reductions larger than 40% are observed implying that the behavior of the models with SR connections is superior and that the ductility detailing of the PMRF doesn't need to be so stringent when SR connections are considered. $R_{{\mu}S}$ is approximately constant through height for low-rise buildings, but for the others it tends to increase with the story number contradicting the same proportion reduction assumed in the Equivalent Static Lateral Method (ESLM). It is implicitly assumed in IBC Code that the overall ductility reduction factor for ductile moment resisting frames is about 4; the results of this study show that this value is non-conservative for low-rise buildings but conservative for mid- and high-rise buildings implying that the ESLM fails evaluating the inelastic interstory demands. If local ductility capacity is stated as the basis for design, a value of 0.4 for $Q_{GL}$ seems to be reasonable for low- and medium-rise buildings.

• 식물조직배양학회지
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• 제22권1호
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• pp.13-17
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• 1995

작약의 화분배양에 의한 반수체 식물을 유기시킬 목적으로 화분배양을 실시하여 배양중 소포자의 변화를 관찰하고 캘러스 및 배발생에 미치는 저온전처리(5$^{\circ}C$/10 days)의 효과와 배양화분의 생존율을 조사하였다. 작약의 화분배양시 캘러스 및 배발생에는 저온전처리의 효과가 다소 인정되었으나 약배양의 효과에는 미치지 못하였다. 화분를 첨가한 고체배지에 이식했을 때 구형배가 형성되었다. 화분의 생존율에는 저온전처리 및 배지조성간 의 영향이 미치지 않았으며 배양기간이 지남에 따라 화분의 생존율도 저하되었다.

• Journal of Welding and Joining
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• 제21권1호
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• pp.48-53
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• 2003

The object of this study is to examine the effect of short circuit time ratio (SCTR) and current rise delay time (Td) on the spatter generation at low and medium current range in $CO_2$ welding. The spatter was evaluated by the weight generated in the welding of bead-on-plate for 30 seconds (3 times). Td was varied by order of 0, 0.4, 0.8 and 1.2 msec. At each Td, the short circuit time ratio was varied by the output voltage of the welding power source. In the low current range, it was found that the optimum SCTR was 20~25%, and the minimum spatter generation weight was obtained in the case of Td=0.4msec and SCTR=22% even though the remarkable difference was not showed by the application of Td. In the medium current range, it was confirmed that the arc was stable though the SCTR was increased from 20% to 40% by the control of current wave. Spatter generation weight depended on the variation of Td, and the lowest value of spatter generation weight occurred at Td=0.8~1.2msec.

• 한국강구조학회 논문집
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• 제23권1호
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• pp.1-12
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• 2011

강구조 접합부 설계에 '전강도 접합' 개념이 도입됨에 따라 비선형 정적 해석의 결과를 이용한 설계가 주목을 받고 있다. 그러나 현재 실무에 적용하기에는 생소한 개념이어서 어려움이 있다. 또한 대부분의 기존 연구가 가상의 고층 구조물에 대한 내용 이어서 실제 대다수 설계가 이루어지는 중 저층 산업용 구조물에 대한 연구는 부족하다. 이에 본 연구에서는 실제 진행 중인 중 저층 산업용 구조물의 비선형 정적 해석을 위한 간단 명료한 하중 패턴을 3차원 해석 모델에 대해 제시하여 해석을 수행하였고, 실무에서의 유용성을 위해 2차원 해석 모델에 대한 보다 간단한 하중 패턴을 제시하였다. 또한 해석 결과를 이용하여 접합부를 설계하는 과정에서 나타날 수 있는 문제점에 대해 비선형 정적 해석에 사용하는 힌지 특성을 간단한 유추를 통해 새롭게 제시하였다. 제시된 하중 패턴은 서로 다른 방법으로 구하였으나 동일한 결과를 보여 상호 신뢰성을 입증하였으며, 제시된 힌지 특성을 적용한 구조물의 해석 결과로부터 합리적인 결과를 얻어 그 타당성을 검증하였다.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제52권9호
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• pp.434-441
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• 2003

This paper deals with the temperature characteristics according to the cooling medium and the duct size in model transformers. For the analysis and the temperature-rise tests, two 400kVA model transformers have been manufactured. One has been filled with the alpha oil as the cooling medium and constructed the duct sizes of $3\textrm{mm}$ and $5\textrm{mm}$ in the low-voltage and high-voltage windings respectively. The other has been filled the beta oil and the duct sizes were $4\textrm{mm}$ and $6\textrm{mm}$. The temperature-rise tests have been performed by the back-to-back method and the load factor has been controlled the range of 90%∼130%. The temperature values have been measured by the thermocouple and from the sixteen points in each transformer. A commercial CFD program "FLUENT" has been used for the analysis of temperature distribution. The geometry of transformer has been modeled to 3-dimensional by using the hybrid calculation mesh including the radiator. And also, the natural convection velocity has been measured at the oil top position, and compared with the calculated results.

• 한국구조물진단유지관리공학회 논문집
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• 제25권4호
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• pp.83-91
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• 2021

본 연구에서는 기존 철근콘크리트 (R/C) 구조체와 내진보강 부재의 접합부의 성능을 향상시키기 위해서 접합부에 탄성패드를 가지는 새로운 H형강 철골프레임 내부접합형 내진보강공법 (H-section Steel Frame with Elastic Pad, HSFEP)을 제안하였다. HSFEP 시스템은 필요 내진보강량 산정이 간편한 내력향상형 보강공법으로서, 전단파괴가 발생할 가능성이 매우 높은 비내진상세를 가지는 중·저층 R/C 건축물에 적합한 공법이다. 본 연구에서 제안한 HSFEP 내진보강공법의 유용성을 검증하기 위하여 비내진상세를 가지는 국내 R/C 건축물을 바탕으로 실물 2층 골조 실험체를 제작하여 유사동적실험을 수행하여 최대지진응답 하중 및 변위, 지진피해정도를 중심으로 내진보강효과를 검토하였다. 실험결과 본 연구에서 개발한 HSFEP 내부접합형 내진보강법은 접합부성능이 개선되었으며, 효과적으로 수평극한내력을 증진시킴과 동시에 대지진 입력 시에도 지진응답변위를 매우 효과적으로 억제시켰다.

• Earthquakes and Structures
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• 제12권5호
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• pp.515-527
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• 2017

Recently, Friction dampers become popular due to the desirable performance in the energy dissipation of lateral loads. A lot of research which has been conducted on these dampers results in developing friction dampers with low sensitivity to the number of cycles and temperature increases. Friction dampers impose high residual drifts to the buildings because of low post-yield stiffness of the damper which results from increasing lateral displacement and period of buildings. This issue can be more critical under strong aftershocks which results in increasing of structural damages. In this paper, in addition to the assessment of aftershock on steel buildings equipped with friction dampers, methods for controlling residual drifts and decreasing the costs of retrofitting are investigated. Utilizing rigid connections as a lateral dual system and activating lateral stiffness of gravity columns by adding elastic braces are as an example of effective methods investigated in this research. The results of nonlinear time history analyses on the low to medium rise steel frames equipped with friction dampers illustrate a rise in residual drifts as the result of aftershocks. In addition, the results show that different slip loads of friction damper can affect the residual drifts. Furthermore, elastic stories in comparison to rigid connections can reduce residual drifts of buildings in an effective fashion, when most slip loads of friction dampers are considered.

• 한국산업융합학회 논문집
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• 제13권4호
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• pp.205-209
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• 2010

Even the domestically small-and medium-sized companies progressed development in the monitoring equipment of inspecting run out in steel wheel aiming to supply and generalize through developing the monitoring equipment for securing quality technology and enhancing quality-test level. Run-Out value in vehicle wheel was measured with Computer & Servo system by using Low-Point marking machine control system, which is this development product. Low-Point value was operated and calculated. It marked by revolving wheel as much as the demanded measurement value based on 1ST harmony curve. Thus, the shipment of inferior product, which occurs in the measurement by the existing worker, could be blocked in advance. In the existing case, 60 sec. was required for inspecting 1 product. However, it came to bring about a rise in production volume through shortening inspection time to 8 seconds and improving workers' operating environment.

• Structural Engineering and Mechanics
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• 제33권3호
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• pp.261-284
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• 2009

The seismic behavior of a framed structure with chevron-type buckling restrained braces was investigated and their behavior factors, such as overstrength, ductility, and response modification factors, were evaluated. Two types of structures, building frame systems and dual systems, with 4, 8, 12, and 16 stories were designed per the IBC 2003, the AISC LRFD and the AISC Seismic Provisions. Nonlinear static pushover analyses using two different loading patterns and incremental dynamic analysis using 20 earthquake records were carried out to compute behavior factors. Time history analyses were also conducted with another 20 earthquakes to obtain dynamic responses. According to the analysis results, the response modification factors turned out to be larger than what is proposed in the provision in low-rise structures, and a little smaller than the code-values in the medium-rise structures. The dual systems, even though designed with smaller seismic load, showed superior static and dynamic performances.

• 생물환경조절학회지
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• 제19권4호
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• pp.189-194
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• 2010

본 연구는 딸기의 수경재배에서 전열선이 삽입된 온수관을 이용하여 배지의 지하부 온도를 관리할 수 있는 가온시스템을 개발하고, 가온튜브내 물의 온도가 $25^{\circ}C$ 일 때 배지 4종류(왕겨, 펄라이트, 왕겨 80%+피트모스20%, 펄라이트80%+피트모스20%), 멀칭 2종류(멀칭무, 멀칭)의 처리구별로 온실기온 3수준(5, 10, $15^{\circ}C$)에 따른 배지 내 온도의 변화를 측정하였다. 그 결과로 다선식 기온튜브의 제어성능은 3선식이 설정온도 도달성이 30분이며 제어된 온도폭 ${\pm}1^{\circ}C$로서 가장 좋은 것으로 니타났다. 배지의 종류별로는 펄라이트 80%의 배지보다 왕겨 80%의 배지가, 멀칭 유무 별로는 멀칭한 경우에서 배지온도가 안정되는 시간이 180분으로 빠르게 나타났다. 왕겨 배지, 멀칭, 온실내 기온 $5^{\circ}C$ 일 경우 배지온 모델에서 온도상수 a는 -0.1458, b는 -0.1088로 나타났으며, 개발된 모델을 이용할 경우 저온기에서 온실내 기온에 따라 배지내 온도상승을 예측할 수 있다.