• 한국건축시공학회지
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• 제8권6호
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• pp.161-166
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• 2008

This study is focused on the welding performance of automatic gas pressure welding machine adapted to korean construction site by external appearance investigation. As gas pressure welding is more economical and has good performances compared with other steel bar jointing methods, as arc welding and mechanical joint etc, in Japan, the gas pressure welding is one of the typical connection of steel reinforcement when connecting the D29 and thicker steel bars, But in Korea, gas pressure welding joint method is not widely used caused by the shortage of skilled workers. so to activate the gas pressure welding in Korea, the automatic gas pressure welding machine is developed. In this study, the welding performances of gas pressure welding joint samples using korean automatic gas pressure welding machine are measured by external appearance investigation - blown diameters, blown length, welding face disagreement, central axis eccentric ratio, bending, sag and crack. The results of welding performances on the gas pressure welding joint samples show that samples are satisfied with the standard value regulated in KS D 0244 and JIS Z 3120.

• 유기물자원화
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• 제20권3호
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• pp.21-24
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• 2012

본 연구에서는 폐기물 자원화 공정에서 발생하는 음폐수를 UF 분리막을 결합한 혐기성 소화 파일럿 에서 처리하면서 혐기성 소화효율, 바이오가스 생산량과 운전인자를 도출하였다. 운전방식은 막내부에서 외부로 고액분리가 이루어지는 가압식이었으며, 투과 플럭스는 15∼20 LMH, 막간 차압은 $1{\sim}3 kgf/cm^2$였다. 분리막 운전은 직접순환방식으로 운전한 결과, 메탄조의 수질악화로 간접순환방식으로 운전하였다. 유입수의 TCOD 와 SCOD 는 각각 113 g/L, 62 g/L 이었고, 유출수의 TCOD 와 SCOD는 각각 25 g/L, 12 g/L 이었다. TCOD 및 SCOD 제거효율은 각각 77% 및 81%였다. 하지만 UF 공정을 추가했을 때는 제거효율이 93% 및 86%로 증가하였다.

• 신재생에너지
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• 제3권4호
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• pp.69-76
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• 2007

In this paper, a PV multi-string PCS with a grid-connection is proposed. An improved MPPT algorithm for the PV multi-string PCS is suggested. Each PV string has its own MPP tracker and the proposed MPPT algorithm prevents LMPP tracking due to power ripple. In the PV PCS with single-phase inverter has a large current ripple at twice the grid frequency. The current ripple reduction algorithm without external component is suggested. Also, this paper proposes a simple control method to achieve sharing of the PV string voltage and current among the interleaved parallel boost converters. All algorithms and controllers are implemented on a single-chip microcontroller. Experimental results obtained on a 3kW prototype show high performance of the proposed PV multi-string PCS.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.255-258
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• 2007

In this paper, a PV multi-string PCS with a grid-connection is proposed. An improved MPPT algorithm for the PV multi-string PCS is suggested. Each PV string has its own MPP tracker and the proposed MPPT algorithm prevents LMPP tracking due to power ripple. In the PV PCS with single-phase inverter has a large current ripple at twice the grid frequency. The current ripple reduction algorithm without external component is suggested. Also, this paper proposes a simple control method to achieve sharing of the PV string voltage and current among the interleaved parallel boost converters. All algorithms and controllers are implemented on a single-chip microcontroller. Experimental results obtained on a 3kW prototype show high performance of the proposed PV multi-string PCS.

• Smart Structures and Systems
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• 제16권2호
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• pp.281-294
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• 2015

Bolted joint connection is the most commonly used connection element in structures and devices. The loosening due to external dynamic loads cannot be observed and measured easily and may cause catastrophic loss especially in an extreme requirement and/or environment. In this paper, an innovative Real-time Cross-Correlation Method (RCCM) for monitoring of the bolted joint loosening was proposed. We apply time reversal process on stress wave propagation to obtain correlation signal. The correlation signal's peak amplitude represents the cross-correlation between the loosening state and the baseline working state; therefore, it can detect the state of loosening. Since the bolt states are uncorrelated with noise, the peak amplitude will not be affected by noise and disturbance while it increases SNR level and increases the measured signals' reliability. The correlation process is carried out online through physical wave propagation without any other post offline complicated analyses and calculations. We implemented the proposed RCCM on a single bolt/nut joint experimental device to quantitatively detect the loosening states successfully. After that we implemented the proposed method on a real large structure (reaction wall) with multiple bolted joint connections. Loosening indexes were built for both experiments to indicate the loosening states. Finally, we demonstrated the proposed method's great anti-noise and/or disturbance ability. In the instrumentation, we simply mounted Lead Zirconium Titanate (PZT) patches on the device/structure surface without any modifications of the bolted connection. The low-cost PZTs used as actuators and sensors for active sensing are easily extended to a sensing network for large scale bolted joint network monitoring.

• Computers and Concrete
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• 제14권6호
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• pp.711-725
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• 2014

The purpose of this study is to evaluate the behavior and the strength of SRG (Steel Reinforced Grout) externally strengthened Reinforced Concrete (RC) beams by using a nonlinear numerical analysis. The numerical simulation was carried out by using a three-dimensional (3D) finite element model. An interface element with a suitable damage model was used to model the connection between concrete surface and SRG reinforcing layer. The reliability of the finite element 3D-model was checked using experimental data obtained on a set of three RC beams. The parameters taken into consideration were the external configuration, with or without U-end anchorages, the concrete strength, the amount of internal tensile steel reinforcement. Conclusions were made concerning the strength and the ductility of the strengthened beams by varying the parameters and on the effectiveness of the SRG reinforcing system applied with two types of external strengthening configuration.

• 전자공학회논문지
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• 제51권8호
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• pp.139-147
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• 2014

이번 연구에서는 병렬 결합된 두 개의 비동기 순차 머신에 대한 교정 제어 문제를 다룬다. 각 비동기 머신은 동일한 외부입력을 받아 서로 독립적인 상태 천이 특성을 보인다. 본 논문에서는 한 개의 교정 제어기만을 이용하여 두 개의 비동기 머신의 폐루프 시스템 동작을 각각의 기준 모델의 동작과 일치시키도록 하는 제어 방법을 제안한다. 본 방법은 교정 제어기 두 개를 사용해야 하는 기존 방법에 비해 제어기 크기 및 계산량을 줄일 수 있다. 본 논문에서는 대상 비동기 머신이 입력/상태 유형이라고 설정하고 상태 피드백 교정 제어기가 존재할 조건과 설계 과정을 제시한다. 또 예제 시스템을 통하여 제안된 기법의 적용 과정을 기술한다.

• Earthquakes and Structures
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• 제23권6호
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• pp.503-515
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• 2022

Global or partial damage to a structure due to the failure of gravity or lateral load-bearing elements is called progressive collapse. In the present study, the alternate load path (ALP) method introduced by GSA and UFC 4-023-03 guidelines is used to evaluate the progressive collapse in special steel moment-resisting frame (SMRF) buildings. It was assumed that the progressive collapse is due to the earthquake force and its effects after the removal of the elements still remain on the structures. Therefore, nonlinear dynamic time history analysis employing 7 earthquake records is used to investigate this phenomenon. Internal and external column removal scenarios are investigated and the stiffness of the connections is changed from semi-rigid to rigid. The results of the analysis performed in the OpenSees program show that the loss of the bearing capacity of an exterior column due to a seismic event and the occurrence of progressive collapse can increase the inter-story drift of the structure with semi-rigid connections by more than 50% and make the structure unable to satisfy the life safety performance level. Furthermore, connection stiffness severely affects the redistribution of forces and moments in the adjacent elements of the removed column.

• 한국강구조학회 논문집
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• 제17권3호통권76호
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• pp.375-384
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• 2005

본 논문은 T형 스티프너를 이용한 콘크리트 충전각형강관-H형강보 접합부의 응력전달 메카니즘을 유한요소해석을 통해 정확히 이해하고, T스티프너에 관한 설계기본자료를 제공하는데 그 목적이 있다. 선행된 실대형 접합부의 실험결과에서 나타난 문제점을 파악하기 위해 실험체와 동일한 형상의 비선형 유한요소해석을 수행하여 결과를 비교하였다. 접합부의 응력전달 메카니즘을 이해하기 위해 T형 스티프너의 형상을 변수로 하여 주요 부위의 여러 응력 및 변형도 지수를 사용하였다. 해석 모델은 크게 T형스티프너 상세에 따라 3개의 계열로 분류하였다. 유한요소해석을 통한 변수해석의 결과를 이용하여 보플랜지와 수평스티프너 접합부의 응력집중을 감소시킬 수 있는 방안을 모색하였다. 접합부 상세에 따른 여러 지수의 변화를 토대로 하여 T형 스티프너의 설계를 위한 기본자료와 최소 크기를 제시하였다.

• 전자공학회논문지B
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• 제31B권11호
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• pp.163-169
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• 1994

본 논문에서는 기존의 循環神經回路網에서의 學習性能을 개선하고 局部최소해 문제를 해결하기 위한 노력의 일환으로서 附加적인 피드백 연결을 가진 순환신경회로망과 그 학습 알고리듬을 제안하였다. 이 방법에서는 회로망은 한번 반복하는동안 고정된 연결 가중치를 가지고, 주어진 時變人力과 初期條件下에서 주어진 週期동안 동작한다. 가중치는 最急降下法에 의해 총에너지가 가장 많이 감소하는 방향으로 변화된다. 만일 이러한 과정을 일정 반복횟수동안 수행한 후에도 에너지가 충분히 감소하지 않으면, 附加적인 피드백 연결이 도입되고 회로망의 외부입력이 주어진 식에 따라 다시 정의된다. 또한 제안된 회로망의 응용으로서 한국어 숫자음 인식에 대한 실험을 행하였다.