• 한국강구조학회 논문집
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• 제28권6호
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• pp.467-476
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• 2016

모듈러 건축물에서 모듈러 유닛 사이의 접합은 연결 강판을 이용하여 볼트 접합하는 것이 일반적이다. 건축물의 강도는 가장 약한 부분에 의해 결정되며, 접합부는 부재보다 약한 부분이 될 가능성이 있다. 따라서 모듈러 건축물의 안전성을 확인하기 위해 모듈 내부 기둥-보 접합부의 구조성능뿐 아니라 모듈러 유닛과 유닛 접합부의 구조성능도 평가되어야 한다. 이 연구에서는 각형강관 기둥과 ㄷ형강보가 사용된 모듈이 일자형 접합철물과 십자형 접합철물로 연결된 접합부의 거동을 KBC2009 0722.2.4에 따라 모듈의 폭 방향과 길이 방향에 대해 층간 변위각으로 반복 가력을 제어하는 실험을 통해 조사하였다. 실험결과 모든 실험체는 0.04rad 변위각까지 비교적 안적정인 거동을 보였고, 길이 방향 실험체의 결과가 에너지 흡수능력 면에서 좋은 거동을 보였다. 그러나 일자형 연결 강판이 십자형 연결 강판에 비해 변위각이 커질수록 강성이 저하하고, 기둥의 실제 변위각이 늘어나는 결과를 보였다.

• 한국산학기술학회논문지
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• 제21권10호
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• pp.490-498
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• 2020

본 논문에서는 편심코아를 가지는 저층 필로티 건물의 내진거동을 해석하고 결과를 분석하였다. 본 논문에서는 저층 필로티 건물의 시공사례 중 KBC2005기준에 준하여 설계된 편심코어를 가지는 건물들의 설계자료를 수집하여, 대표적인 편심 필로티 건물을 프로토타입으로 선정하여 KDS41기준에 준하여 내진거동을 해석하고 결과를 분석하였다. 연구결과 편심코어를 가지는 필로티 건물의 경우 X방향은 소성거동, Y방향은 탄성거동을 하는 것으로 평가 되었다. 연구대상 건물의 층간 변위를 확인한 결과 최대변위 δ=67.51mm로 코어가 평면 중심에 위치하는 경우보다 층간 변위량이 더 큰 것으로 평가 되었다. 해석결과에서 층간 변위 비율은 법적 규준 이내인 것으로 평가되었다. 또한 변위 비율은 1층 필로티 구간이 2~4층 부분보다 확연히 높은 걸로 평가 되었으며, 저층 필로티 구조물의 경우 1층 라멘조 부분이 횡력에 취약한 것으로 평가되었다. 편심코어로 인하여 구조물 전체의 강성중심이 질량중심과 이격되어 있어 코어 반대쪽의 필로티 기둥에서 항복과 소성힌지 발생이 시작되므로 내진설계와 내진보강시 이에 대한 고려가 필요하다. 따라서, 편심코어를 가지는 저층 필로티 건물의 내진설계 및 내진보강시 필로티 구조의 횡변위 감소와 횡력저항능력을 보강할 필요가 있다.

• 한국정보통신학회논문지
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• 제24권4호
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• pp.529-535
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• 2020

적군의 화력에 대비하여 사방이 철갑으로 둘러싸인 장갑차에서 조종수의 외부시야 확보가 필수적이다. 이를 위하여 차량에 360도 회전 가능한 감시카메라를 장착한다. 이 때 헬멧을 착용한 조종수의 머리 방향을 인식하여 외부의 카메라도 정확하게 같은 방향으로 회전하도록 하는 것이 관건이다. 본 논문에서는 MEMS 기반의 AHRS 센서와 조도 센서를 사용하여 기존의 광학적 방식이 가지고 있는 단점을 보완하고, 저렴하게 구현하는 방안을 소개한다. 핵심 아이디어는 카메라의 위치에 장착된 센서와 헬멧에 장착된 센서가 검출하는 오일러 각의 차이를 이용하여 카메라의 방향을 설정하고, 센서의 드리프트 오차를 제거하기 위해 수시로 조도 센서로 보정하는 것이다. 구현된 시작품 통하여 조종수가 바라보는 방향으로 카메라의 방향이 정확하게 일치되는 것을 보여줄 것이다.

• 한국지진공학회논문집
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• 제24권6호
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• pp.293-303
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• 2020

Seismic fragility was assessed for non-seismic reinforced concrete shear walls in Korean high-rise apartment buildings in order to implement an earthquake damage prediction system. Seismic hazard was defined with an earthquake scenario, in which ground motion intensity was varied with respect to prescribed seismic center distances given an earthquake magnitude. Ground motion response spectra were computed using Korean ground motion attenuation equations to match accelerograms. Seismic fragility functions were developed using nonlinear static and dynamic analysis for comparison. Differences in seismic fragility between damage state criteria including inter-story drifts and the performance of individual structural members were investigated. The analyzed building had an exceptionally long period for the fundamental mode in the longitudinal direction and corresponding contribution of higher modes because of a prominently insufficient wall quantity in such direction. The results showed that nonlinear static analyses based on a single mode tend to underestimate structural damage. Moreover, detailed assessments of structural members are recommended for seismic fragility assessment of a relatively low performance level such as collapse prevention. On the other hand, inter-story drift is a more appropriate criterion for a relatively high performance level such as immediate occupancy.

• 한국해양공학회지
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• 제11권1호
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• pp.96-96
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• 1997

This paper presents a Inertial Measuring Unit(IMU) for motion measurement of an AUV. The IMU is composed of three parts: inertial sensors with three servo accelerometers and three rate gyros, an analog/digital interface board, and a signal processing board with TMS320C31 DSP processor. The IMU is a class of strap-down inwetial navigation system does not applicable directly to the navigation system in consequence of the AUV and integrated sensors for an integrated navigation system of the AUV. Fast calculstion of direction cosine matrix for the coordinate transformation body to reference is obtained through the DSP processor. A switching algotrithm is used to lessen the low frequency drift effect of the gyros in the vertical plane with use of low pass filtering of the signal of the accelerometers.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.80-80
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• 2000

The GPS can provide accurate position information on the earth. But GPS receiver can't give position information inside buildings. DR(Dead-Reckoning) or INS(Inertial Navigation System) gives position information continuously indoors as well as outdoors, because they do not depend on the external navigation information. But in general, the inertial sensors severely suffer from their drift errors, the error of these navigation system increases with time. GPS and DR sensors can be integrated together with Kalman filter to overcome these problems. In this paper, we developed a personal navigation system which can be carried by person, using GPS and electronic pedometer. The person's footstep is detected by an accelerometer installed in vertical direction and the direction of movement is sensed by gyroscope and magnetic compass. In this case the step size is varying with person and changing with circumstance, so determining step size is the problem. In order to calculate the step size of detected footstep, the neural network method is used. The teaming pattern of the neural network is determined by human walking pattern data provided by 3-axis accelerometer and gyroscope. We can calculate person's location with displacement and heading from this information. And this neural network method that calculates step size gives more improved position information better than fixed step size.

• Journal of Biosystems Engineering
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• 제26권5호
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• pp.431-440
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• 2001

Generated agri-chemical droplets by orchard sprayers are evaporated regenerated and transported along wind streams. The droplets are deposited to targets after changing their sizes, affecting the retention of droplets. An orchard sprayer, designed for spraying grapevines was studied on the spatial distribution of droplet size. The experimental variables were spray direction (0, 22.5, 45, 67.5 and 90˚), distance(2.5, 3.0 and 3.5 m) and fan speed (2,075 and 3,031 rpm). Droplet sizes were converted and analyzed from spray stains, sampled using water sensitive papers. The number median diameter (NMD) increased with an increase of the distance due to disappeared fine droplets (<50 ㎛): however, the volume median diameter (VMD) decreased due to shrunken large droplets (>100 ㎛). Fast fan speed delivered large droplets to 3.5 m, but the spatial distributions of NMD and VMD were not uniform. Slower fan speed decreased the possibility of evaporation and drift; therefore, plenty of droplets were maintained up to 3.0 m. The upward blasting distance was limited within 3 m, but the limit to the ground level was extended to 3.5 m. Concentrated wind and droplets to the ground level should be redistributed to upper canopy direction, leading more uniform deposits. High speed wind and system pressure should be avoided because of generating fine droplets, which would be disappeared and drifted away.

• Earthquakes and Structures
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• 제17권1호
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• pp.49-61
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• 2019

A novel asymmetrical resistance friction damper (ARFD) was proposed in this study to be applied on a rocking column base. The damper comprises multiple steel plates and was fastened using high-strength bolts. The sliding surfaces can be switched into one another and can cause strength to be higher in the loading direction than in the unloading direction. By combining the asymmetrical resistance with the restoring resistance that is generated due to an axial load on the column, the rocking column base can develop a self-centering behavior and achieve high connection strength. Cyclic tests on the ARFD proved that the damper performs a stable asymmetrical hysteretic loop. The desired hysteretic behavior was achieved by tuning the bolt pretension force and the diameter of the round bolt hole. In this study, full-scale, flexural tests were conducted to evaluate the performance of the column base and to verify the analytical model. The results indicated that the column base exhibits a stable self-centering behavior up to a drift angle of 4%. The decompression moment and maximum strength reached 42% and 88% of the full plastic moment of the section, respectively, under a column axial force ratio of approximately 0.2. The strengths and self-centering capacity can be obtained by determining the bolt pretension force. The analytical model results revealed good agreement with the experimental results.

• 센서학회지
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• 제31권1호
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• pp.64-68
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• 2022

Herein, we propose a LoRaWAN-based small draft system that can measure the ocean current flow (speed, direction, and distance) in real time at the request of the Coast Guard to develop a device that can promptly find survivors at sea. This system has been implemented and verified in the early stages of rescue after maritime vessel accidents, which are frequent. GPS signals often transmit considerable errors, so correction algorithms using the improved triangulation method algorithm are required to accurately indicate the direction of currents in real time. This paper is structured in the following manner. The introduction section elucidates rescue activities in the case of a maritime accident. Chapter 2 explains the characteristics and main parameters of the GPS surveying technique and LoRaWAN communication, which are related studies. It explains and expands on the critical distance error correction algorithm for GPS signals and its improvement. Chapter 3 discusses the design and analysis of small draft buoys. Chapter 4 presents the testing and validation of the implemented system in both onshore and offshore environments. Finally, Section 5 concludes the study with the expected impact and effects in the future.

• Earthquakes and Structures
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• 제23권1호
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• pp.87-100
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• 2022

Limiting the displacement of seismic isolators causes a pounding phenomenon under severe earthquakes. Therefore, the ASCE 7-16 has provided minimum criteria for the design of the isolated building. In this research the seismic response of isolated buildings by Triple Friction Pendulum Isolator (TFPI) under the impact, expected, and unexpected mass eccentricity was evaluated. Also, the effect of different design parameters on the seismic behavior of structural and nonstructural elements was found. For this, a special steel moment frame structure with a surrounding moat wall was designed according to the criteria, by considering different response modification coefficients (RI), and 20% mass eccentricity in one direction. Then, different values of these parameters and the damping of the base isolation were evaluated. The results show that the structural elements have acceptable behavior after impact, but the nonstructural components are placed in a moderate damage range after impact and the used improved methods could not ameliorate the level of damage. The reduction in the RI and the enhancement of the isolator's damping are beneficial up to a certain point for improving the seismic response after impact. The moat wall reduces torque and maximum absolute acceleration (MAA) due to unexpected enhancement of mass eccentricity. However, drifts of some stories increase. Also, the difference between the response of story drift by expected and unexpected mass eccentricity is less. This indicates that the minimum requirement displacement according to ASCE 7-16 criteria lead to acceptable results under the unexpected enhancement of mass eccentricity.