• Computers and Concrete
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• 제2권6호
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• pp.423-437
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• 2005

In this study two single-bay, three-storey space frames, one with brick masonry infill in the second and third floors representing a soft-storey frame and the other without infill were designed and their 1:3 scale models were constructed according to non-seismic detailing and the similitude law. The models were excited with an intensity of earthquake motion as specified in the form of response spectrum in Indian seismic code IS 1893-2002 using a shake table. The seismic responses of the soft-storey frame such as fundamental frequency, mode shape, base shear and stiffness were compared with that of the bare frame. It was observed that the presence of open ground floor in the soft-storey infilled frame reduced the natural frequency by 30%. The shear demand in the soft-storey frame was found to be more than two and a half times greater than that in the bare frame. From the mode shape it was found that, the bare frame vibrated in the flexure mode whereas the soft-storey frame vibrated in the shear mode. The frames were tested to failure and the damaged soft-storey frame was retrofitted with concrete jacketing and, subjected to same earthquake motions as the original frames. Pushover analysis was carried out using the software package SAP 2000 to validate the test results. The performance point was obtained for all the frames under study, therefore the frames were found to be adequate for gravity loads and moderate earthquakes. It was concluded that the global nonlinear seismic response of reinforced concrete frames with masonry infill can be adequately simulated using static nonlinear pushover analysis.

• 한국안전학회지
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• 제32권1호
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• pp.66-74
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• 2017

Masonry walls which are commonly used for partitions in low-rise reinforced concrete (RC) structures, can be easily exposed to high risks under strong earthquakes. Since the strength degradations cannot be protected under the ground motions, their applications cannot be recommended for building structures which are designed to possess high seismic performances. However, masonry-infilled walls are typically considered as non-structural elements in evaluating the seismic performance of building structures. In order to figure out this problem, this study performed experiments using two specimens-only RC frame and RC frame infilled with masonry walls- under static loading. Also, the study established analytical models representing fully infilled frames and bare frame, and compared their structural behavior with test results. In addition, analytical model representing partially infilled frames was established and analyzed. Test results indicated that strength and energy dissipating capacity were increased for IW-RN(fully infilled frames) compared to the NW(bare frame). The nonlinear static analysis of the three specimens was also conducted using the inelastic plastic hinge frame element and diagonal strut models, and the analytical results successfully simulated the nonlinear behaviour of the specimens in accordance with the test results.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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• pp.737-740
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• 2005

Soil moisture, through its dominance in the exchange of energy and moisture between the land and atmosphere, plays a crucial role in influencing atmospheric circulation. To identify the crucial role, it is a common agreement that knowledge of land surface processes and development of remote sensing techniques are of great important scientific issues. This research uses TRMM satellite C band (10.65 GHz) data to retrieve soil moisture on the Tibetan Plateau in Mainland China. Two retrieval schemes that are implemented include the t-(J) model and the R model. The latter one is developed based on a land surface process and radiobrightness (R) model for bare soil and vegetated terrain. Compared with the in situ ground measurements, the soil moisture retrieved from the R model and the t-(J) model with vegetation information obviously appear more accurate than that derived from bare soil model. Retrieved soil moisture contents from the two inversion models, R model and t-(J) model, have a similar trend, but the former appears to be superior in terms of correlation coefficient and bias compared with in situ data. In the future, we will apply the R model with the TRMM 10.65 GHz brightness temperature to monitor long-term soil moisture variation over Tibet Plateau.

• 한국정밀공학회지
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• 제21권10호
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• pp.26-33
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• 2004

Ultra precision grinding technology has been developed from the refinement of the abrasive, the development of high stiffness equipment and grinding skill. The conventional wafering process which consists of lapping, etching, 1 st, 2nd and 3rd polishing has been changed to the new process which consists of precision surface grinding, final polishing and post cleaning. Especially, the ultra precision grinding of wafer improves the flatness of wafer and the efficiency of production. Furthermore, it has been not only used in bare wafer grinding, but also applied to wafer back grinding and SOI wafer grinding. This paper focuses on the flatness of the ground wafer. Generally, the ground wafer has concave pronto because of the difference of wheel path density, grinding temperature and elastic deformation of the equipment. Wafer tilting is applied to avoid non-uniform material removal. Through the geometric analysis of wafer grinding process, the profile of the ground wafer is predicted by the development of profile simulator.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.98-101
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• 2003

As the ultra precision grinding can be applied to wafering process by the refinement of the abrasive. the development of high stiffness equipment and grinding skill, the conventional wafering process which consists of lapping, etching, 1st, 2nd and 3rd polishing could be exchanged to the new process which consists of precision surface grinding, final polishing and post cleaning. Especially, the ultra precision grinding of wafer improves the flatness of wafer and the efficiency of production. Futhermore, it has been not only used in bare wafer grinding, but also applied to wafer back grinding and SOI wafer grinding. This paper focused on the flatness of the ground wafer. Generally, the ground wafer has concave profile because of the difference of wheel path density, grinding temperature and elastic deformation of the equiptment. Tilting mathod is applied to avoid such non-uniform material removes. So, in this paper, the geometric analysis on grinding process is carried out, and then, we can predict the profile of th ground wafer by using profile simulation.

• KCI Concrete Journal
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• 제11권3호
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• pp.153-164
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• 1999

The objective of this research is to observe the actual response of a low-rise nonseismic moment-resisting masonry-infilled reinforced concrete frame subjected to varied levels of earthquake ground motions. The reduction scale for the model was determined as 1 : 5 considering the capacity of the shaking table to be used. This model was, then, subjected to the shaking table motions simulating Taft N2IE component earthquake ground motion, whose peak ground acceleration(PGA) was modified to 0.12g, 0.2g, 0.3g, and 0.4g. The g1oba1 behavior and failure mode were observed. The lateral accelerations and displacements at each story and local deformations at the critical portions of the structure were measured. Before and after each earthquake simulation test, free vibration tests and white noise tests were performed to find the changes in the natural period of the model. When the results of the masonry-infilled frame are compared with those of the bare frame, it can be recognized that masonry infills contribute to the large increase in the stiffness and strength of the g1oba1 structure whereas it also accompanies the increase of earthquake inertia forces. However, it is judged that masonry infills may be beneficial to the performance of the structure since the rate of increase in strength appears to be greater than that of the induced earthquake inertia forces.

• Journal of Forest and Environmental Science
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• 제39권4호
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• pp.235-245
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• 2023

Forest fuel moisture content is a crucial factor influencing the combustion rate and fuel consumption during forest fires, significantly impacting the occurrence and spread of wildfires. In this study, meteorological data were gathered using a meteorological measuring device (HOBO data logger) installed in the south and north slopes of Kangwon National University Forest, as well as on bare land outside the forest, from November 1, 2021, to October 31, 2022. The objective was to analyze the relationship between meteorological data and fuel moisture content. Fuel moisture content from the ground cover on the south and north slopes was collected. Fallen leaves on the ground were utilized, with a focus on broad-leaved trees (Prunus serrulata, Quercus dentata, Quercus mongolica, and Castanea crenata) and coniferous trees (Pinus densiflora and Pinus koraiensis), categorized by species. Additionally, correlation analysis with fuel moisture content was conducted using temperature (average, maximum, and minimum), humidity (average, minimum), illuminance (average, maximum, and minimum), and wind speed (average, maximum, and minimum) data collected by meteorological measuring devices in the study area. The results indicated a significant correlation between meteorological factors such as temperature, humidity, illuminance, and wind speed, and the moisture content of fuels. Notably, exceptions were observed for the moisture content of the on the north slope and that of the ground cover of Prunus serrulata and Castanea crenata.

• Weed & Turfgrass Science
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• 제4권1호
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• pp.71-75
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• 2015

운동장은 체육활동 공간으로 학생은 물론 일반인들도 자주 이용하는 시설로서 다양한 피복소재들을 사용하고 있다. 본 연구에서는 동일한 운동장에 다양한 피복소재들이 적용되어 있는 경북대학교 상주캠퍼스의 대운동장에서 피복 소재별(나지, 들잔디 식재지, 우레탄 트랙, 콘크리트 바닥면, 에폭시 바닥 처리, 인조잔디)에 따른 표면온도를 비교하고자 수행하였다. 조사는 한국잔디의 녹화시기를 고려하여 5월부터 10월까지 지표면 온도와 지상부 1 m높이의 온도를 측정하였는데 각각 9시, 12시, 15시, 18시에 측정하였다. 지표면 온도는 피복소재 별과 조사 시간대별로 차이를 보였는데 나지와 천연잔디에서는 전체 조사 시간대에서 가장 낮은 온도를 나타내었다. 온도가 높은 지역은 조사시간대별에 따라 차이를 보여 우레탄 트랙과 인조잔디에서는 12시와 15시 조사에서 온도가 가장 높았고, 콘크리트와 에폭시 바닥면에서는 18시 조사에서 가장 높은 온도를 보였다. 지상 1 m 높이의 온도는 조사지역별 온도의 차이는 지표면에 비하여 현저히 적었으나 18시 조사를 제외하고, 모든 조사 시간대에서 인조잔디 지역의 온도가 가장 높게 나타났다. 따라서 운동장에 들잔디와 같은 난지형 천연잔디도 지표면과 지상부 온도 상승 억제 효과가 있어 운동 경기자의 경기력 향상에 기여할 것으로 생각된다.

• 한국전자파학회논문지
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• 제26권4호
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• pp.357-364
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• 2015

본 논문에서는 6중 이동통신 대역을 만족하는 단말기용 PIFA(Planar Inverted F Antenna) + IFA(Inverted F Antenna) 하이브리드 MIMO(Multi Input Multi Output) 안테나를 설계하고, 이를 구현하였다. 커플링 급전구조를 이용하여 PIFA와 IFA가 동시에 동작하도록 함으로써 접지 면이 많은 현재의 스마트폰에 효과적으로 적용될 수 있도록 시도하였다. 후면이 접지인 부분에는 PIFA를 설계하였고, 접지가 없는 휴대폰 상단 작은 공간에는 IFA를 설계하였다. 안테나는 폰과 동일한 크기로 carrier가 없는 PCB embedded로 대각선 급전 MIMO 안테나로 구현하였다. 베어보드에 구현된 안테나는 CDMA, GSM900, DCS, KPCS, USPCS, WCDMA의 6중 이동통신 서비스 대역에서 VSWR 3 : 1 이하의 특성을 만족하였다. 평균이득과 효율은 CDMA, GSM900대역에서 -5.19~-3.16 dBi 및 30.27~48.26 %를 보였다. 또한, DCS, KPCS, USPCS, WCDMA 대역에서는 -9.50~-5.19 dBi의 평균이득과 11.23~30.28 %의 효율특성을 가짐으로써 휴대폰 안테나로 적용될 수 있음을 보였다.

• 대한원격탐사학회지
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• 제22권6호
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• pp.533-542
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• 2006

Lidar는 정확도 높은 고밀도의 점 자료를 제공함으로써 지형공간에 대한 3차원 정보를 제공한다. 특히, 산림과 같은 식생 지역에서는 레이저 신호가 투과되어 지면에서 반사되는 자료가 기록되므로 산림이 밀집하여 존재하는 공간에 대한 수치고도모델 제작에 용이하다. 이 연구에서는 우리 나라 중부지역의 산림에서 획득한 Lidar자료의 수직적 분포 특성을 살펴보고자 하며, 산림자원정보를 추출 및 수치고도자료(DEM)를 획득하기 위한 필수 과정인 지면점들을 분리하는 방법을 제안하고자 한다. Lidar 자료의 수직적인 분포는 산림을 구성하는 수종, 밀도 및 수관의 형태 등에 따라 영향을 많이 받으며, 이러한 산림에서 나타나는 Lidar 자료의 특성을 이용하여 제안된 지면점 분리 방법은 초기 수신신호(First return: FR) 및 말기 수신신호(Last Return: LR)를 함께 이용함으로써 일반적으로 지면점을 분리하는데 요구되는 임계치를 고려하지 않아도 된다는 효율성을 가진다. 제시된 방법으로 분리된 지면점을 이용하여 수치고도모델을 제작하였으며, 이를 기반으로 산림의 중요한 정보가 되는 수고, 수관울폐도 등의 임목의 생물리학적 인자를 보다 정확하게 추출할 수 있다.