• Journal of the Institute of Electronics Engineers of Korea SD
• /
• v.41 no.8
• /
• pp.45-50
• /
• 2004

The characteristics and reliability of implanted VCSELs are greatly influenced by the thickness of the semi-insulating layer made by ion implantation for the current confinement. We propose a simple and purely electrical method of estimating the optimum implant depth, and find that the implant front should be located 2-DBR periods above the 1 - λ cavity in order to obtain simultaneously the low threshold current and high reliability.

• Journal of the Korean Geotechnical Society
• /
• v.16 no.5
• /
• pp.45-54
• /
• 2000

경험적으로 방법에 의존해온 대형 진동햄머다짐의 영향심도를 평가하고자 수치해석적인 기법을 사용하였다. 수치해석적인 기법을 사용하였다. 수치해석에 사용한 프로그램은 범용 유한요소 해석프로그램인 ABAQUS이며, 인천 신공항 매립지에서 시험 시공한 대형 진동햄머다짐의 자료와 수치해석한 결과의 비교를 통해 검증하였다. 수치해성에 사용한 물성은 현장시험과 실내시험을통해 구하였으며 영향깊이는 지반이 동적 하중에 변형할 때 소산하는 소성변형율에너지량의 분포를 판정하였다. 수치해석결과 소성변형율에너지 소산량의 시간에 따른 변화로부터 다짐의 영향깊이 및 수평영향거리를 추정할 수 있었다. 소성변형율에너지 수렴시의 외부에너지를 Menard의 경험식에 적용할 경우 영향깊이를 판정할 수 있음을 알았다. 따라서 Menardtlr으로부터 영향깊이를 다짐하는데 필요한 최소한의 에너지를 구할수 있을 것으로 판단된다.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2017.11a
• /
• pp.65-66
• /
• 2017

Early-frost damages easily take place in smaller and thinner walls and slabs. In case of slabs, it is difficult to visually determine the depth of early-frost damage. As such, the current study aims to determine the depth of early-frost damage caused to concrete structures due to bad curing in the winter. As a result, the study found that the depth of early-frost damages increased from the top as the atmospheric temperature on the concrete surface decreased. The changes in the color allowed the observer to easily identify the depth of early-frost damage with the naked eye. In particular, the color difference between potentially damaged parts and undamaged parts were the greatest around thirty minutes of drying after wetting.

• Journal of the Korea Institute of Building Construction
• /
• v.19 no.2
• /
• pp.131-138
• /
• 2019

Recently, there are many structures exposed to severe outdoor environments, which results in rapid degradation of durability of the concrete structures. there can be rapid deterioration of the concrete structures from early frost damage due to the insufficient curing in low outdoor temperature condition. The objective of this study is to investigate the effect of thickness change conditions and binding material on early frost damage depth of the concrete exposed to cold weather in winter, and is to clearly assess damage depth of the concrete structure due to early frost damage. Specimens with 300x300x(150, 200, 250, 300mm) were prepared. OPC and OPC+FA+BS were adopted for binders. Test results indicate that the depth of the early frost damage was deeper with the decrease of thickness of members. The brightness of specimens were reduced when the member thickness was thinner. When determining the depth of early frost damage, it can be distinguished into dark color and relatively bright color when dried for approximately 30 minutes in the indoors of $20^{\circ}C$ in temperature and 60% in relative humidity after submerging in water for 24 hours. The dark colored part can be determined easily when measured with vernier calipers.

• Journal of the Korea Society of Computer and Information
• /
• v.17 no.12
• /
• pp.219-228
• /
• 2012

In this paper, we propose a paper keyboard piano implementation using the finger movement detection with the 3D image data from a kinect. Keyboard pattern and keyboard depth information are extracted from the color image and depth image to detect the touch event on the paper keyboard and to identify the touched key. Hand region detection error is unavoidable when using the simple comparison method between input depth image and background depth image, and this error is critical in key touch detection. Skin color is used to minimize the error. And finger tips are detected using contour detection with area limit and convex hull. Finally decision of key touch is carried out with the keyboard pattern information at the finger tip position. The experimental results showed that the proposed method can detect key touch with high accuracy. Paper keyboard piano can be utilized for the easy and convenient interface for the beginner to learn playing piano with the PC-based learning software.

• Journal of the Institute of Convergence Signal Processing
• /
• v.15 no.3
• /
• pp.85-90
• /
• 2014

In this paper, we propose a virtual violin implementation using the detection of bowing and finger dropping position from the estimated finger tip and finger board information with the 3D image data from a Kinect. Violin finger board pattern and depth information are extracted from the color image and depth image to detect the touch event on the violin finger board and to identify the touched position. Final decision of activated musical alphabet is carried out with the finger drop position and bowing information. Our virtual violin uses PC MIDI to output synthesized violin sound. The experimental results showed that the proposed method can detect finger drop position and bowing detection with high accuracy. Virtual violin can be utilized for the easy and convenient interface for a beginner to learn playing violin with the PC-based learning software.

• Proceedings of the KIEE Conference
• /
• 2005.10c
• /
• pp.70-73
• /
• 2005

자기누설탐상시스템은 지하에 매설된 가스관에서 발생되는 부식이나 크랙 또는 기계적 변형을 탐지하기 위한 방법으로 비파괴검사 방법의 하나이다. 가스관은 Nd자석에 의해 착자가 되고, 가스관에 부식이 발생했을 경우 가스관의 단면적이 작아지게 되어 자기누설이 발생하며, 발생된 자기누설을 홀센서로 검출하여 부식의 유무, 크기, 모양 등을 판별하게 된다. 가스관에는 한 개의 독립적인 부식도 있지만, 다수의 부식이 밀집되어 나타나기도 한다. 다수의 부식이 밀집되었을 경우 부식간의 거리에 따라 하나의 부식으로 판정되기도 하며, 그에 따라 부식의 깊이를 판정하는데 있어 정확성이 저감된다. 따라서 본 논문에서는 다수의 부식이 밀집되어 발생할 경우 자기적 영향을 분석하고, 깊이 판정에 있어 정확성을 높이기 위한 연구를 수행하였다. 이를 위해서 실제 결함을 제작하여 실험하고, 해석하여 비교하였으며 밀집된 다수의 부식에 의한 자기적 영향에 대하여 고찰하였다.

• KIPS Transactions on Software and Data Engineering
• /
• v.1 no.3
• /
• pp.177-186
• /
• 2012

In this paper, we propose a real-time approach for detecting and tracking a hand region by analyzing depth images. We build a hand model in advance. The model has the shape information of a hand. The detecting process extracts out moving areas in an image, which are possibly caused by moving a hand in front of a camera. The moving areas can be identified by analyzing accumulated difference images and applying the region growing technique. The extracted moving areas are compared against a hand model to get justified as a hand region. The tracking process keeps the track of center points of hand regions of successive frames. For this purpose, it involves three steps. The first step is to determine a seed point that is the closest point to the center point of a previous frame. The second step is to perform region growing to form a candidate region of a hand. The third step is to determine the center point of a hand to be tracked. This point is searched by the mean-shift algorithm within a confined area whose size varies adaptively according to the depth information. To verify the effectiveness of our approach, we have evaluated the performance of our approach while changing the shape and position of a hand as well as the velocity of hand movement.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.391-392
• /
• 2010

The frozen road is effected as major cause of car accident in winter. Especially, road surface freezing on the highway can lead to fatal accident. The accident by frozen road can effectively reduced by prevent road surface freezing before it frozen as evaluate road surface condition. Therefore, this study installed thermometer in each depth of concrete pavement for evaluate road surface conditions which freezing chronically. The result of this study will be used as preliminary data for predict before freezing.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2017.11a
• /
• pp.17-18
• /
• 2017

This study is to provide a evaluation method for the penetration depth of emulsified refined bio diesel(ERBD)applied to a surface of the concrete by using water absorption capability of the concrete. The concrete applied with ERBD was immersed at water for 1 min., 5min., and 10 min. and then was checked the brightness with elapse of time. Test results indicated that there was clear difference between ERBD part and non ERBD part in concrete specimen after measuring the brightness until 120min.