• 한국지반공학회논문집
• /
• 제26권7호
• /
• pp.135-145
• /
• 2010

최근까지 국내에서는 팽이기초에 관한 연구가 미흡하였고, 지반조건에 맞는 설계기준이 마련되어 있지 못하여 일본의 설계기준을 그대로 사용하고 있는 실정이다. 이로 인해 기존 팽이기초의 지지력식은 과소하게 예측되는 문제점이 있다. 따라서 본 연구에서는 실제크기의 1/5 스케일로 축소한 모형실험을 수행하였으며, 국내에서 이루어 진 100여개 현장의 재하실험 결과를 근거로 강도특성(N값), 지하수영향, 팽이기초의 파괴형상을 고려하여 보다 합리적으로 팽이기초의 지지력을 예측할 수 있는 식을 제안하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.436-452
• /
• 2008

In this study, the settlement prediction method based on field monitoring data under preloading improvement with ramp loading is developed. Settlement behavior can be predicted with field monitored settlement throughout the entire preloading process including ramp loading followed by constant loading. The developed method is verified by comparing its predicted results with results from physical model tests and field monitoring data.

• 한국건강관리협회지
• /
• 제1권1호
• /
• pp.7-8
• /
• 2003

The health screening and promotion is an emerging field of clinical preventiemedicine and is proved to be effective for reduction of diseaseprevalence, particularly life-style related diseases in aged population. However, the goal of perodic health screening can be achieved by a reliable health screening that largely depond on the quality of tests. Various tests including ultrasonography, endoscopy, CT and automated blood analyzers are used in health screening. Thesescreening tests are usually sensitive, but not specific to the presence of diseases. It meams the tests produce more false positive results, that demand eztra-expenses for the confirmation of disease. Promising screening tests should be sensitive as well as specific. However, it is not easy to maintain the quality of laboratory tests, because it is affected by various factors, such as instruments, reagents, laboratory methods and human factors. This review focuses on internal and external quality control of laboratory tests and quality management of health screening services to obtain reliable test results.

• 한국정보전자통신기술학회논문지
• /
• 제11권1호
• /
• pp.1-11
• /
• 2018

본 논문은 다양한 환경에서 디지털라디오의 방식별 수신 특징을 확인하고 비교할 수 있는 필드테스트 결과를 도출하였다. In-band 방식으로는 HD Radio와 DRM+를 고려하였으며, out-of-band 방식으로는 DAB/DAB+/T-DMB 방식을 고려하였다. 디지털 라디오의 필드테스트를 위하여 국내의 적합한 지역을 선정하여 송수신기 test bed를 구축하였고, multipath가 많고 적은 19개의 다양한 test point를 선정하여 실내외 수신테스트를 진행하였다. 또한 수신환경 측정 시 수신 가능 여부뿐만 아니라 ATT 마진을 적용하여 최소 수신가능 레벨도 도출하였다. 다양한 분석을 통한 필드 테스트 결과는 소비자들에게 원활한 수신환경을 보장하기 위한 디지털 라디오의 방식 결정의 기준이 될 수 있다.

• Smart Structures and Systems
• /
• 제13권6호
• /
• pp.993-1014
• /
• 2014

In civil engineering, revolving structures (RS) are a unique structural form applied in innovative architecture design. Such structures are able to revolve around themselves or along a certain track. However, few studies are dedicated to safety design or health monitoring of RS. In this paper, a wireless dynamic sensing system is developed for RS, and field tests toward a large revolving auditorium are conducted accordingly. At first, a wheel-rail problem is proposed: The internal force redistributes in RS, which is due to wheel-rail irregularity. Then the development of the sensing system for RS is presented. It includes system architecture, network organization, vibrating wire sensor (VWS) nodes and online remote control. To keep the sensor network identifiable during revolving, the addresses of sensor nodes are reassigned dynamically when RS position changes. At last, the system is mounted on a huge outdoor revolving auditorium. Considering the influence of the proposed problem, the RS of the auditorium has been designed conservatively. Two field tests are conducted via the sensing system. In the first test, 2000 people are invited to act as the live load. During the revolving process, data is collected from RS in three different load cases. The other test is the online monitoring for the auditorium during the official performances. In the end, the field-testing result verifies the existence of the wheel-rail problem. The result also indicates the dynamic sensing system is applicable and durable even while RS is rotating.

• 한국농공학회논문집
• /
• 제60권4호
• /
• pp.105-111
• /
• 2018

Institutional inertia anti-disaster standard was presented mainly on the upper surface, it is necessary to improve to the soil type standard and uplift the resistance standard greenhouse that are vulnerable to strong winds. In this study, we carried out a field test using the load control method in order to evaluate the uplift resistance of continuous foundation of greenhouse with different depths of the rafters. Institutional inertia anti-disaster standard of greenhouse foundation did not protect the greenhouse structure from the damages caused by strong winds and heavy snow. Therefore, field tests for behavior characteristics of continuous greenhouse foundation were carried out to ensure stable facility cultivation. The field test condition was evaluated using different embedded depth as follows: 30cm, 40cm, 50cm and spacing 50cm, 60cm, 70 cm. As a result of the uplift resistance field tests using the load control method, the minimum uplift resistance was found to be over 90kg and uplift resistance displacement was 9.4mm. Uplift resistance of the continuous greenhouse foundation was in the range of 90-180 kg according to embedded depth and spacing. Using the test condition, there was no constant trend in the uplift resistance.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1997년도 가을 학술발표회 논문집
• /
• pp.19-36
• /
• 1997

This paper discusses the reduction and subsequent recovery and increase of shear strength of clay in the vicinity of soil-cement column. Laboratory and field tests were conducted to investigate the effects on surrounding clay during and after soil-cement column installation in soft Ariake clay. Discussions were made on the mechanism of strength changes of clay by considering the thixotropic recovery, reconsolidation effect, penetration of cement slurry and diffusion of exchangeable cations. On the basis of field and laboratory observations, 10 days after column installation, the decreased shear strength of surrounding clay during mixing was recovered and 30 days later, shear strength of surrounding clay increased 30% by average. Therefore, it is recommended that the increase of shear strength of clay can be taken into consideration in the bearing capacity and stability analysis of the composite ground.

• 한국농공학회논문집
• /
• 제52권4호
• /
• pp.45-52
• /
• 2010

The purposes of this research are to analyze the internal settlement behavior of Concrete Faced Rockfill Dam (CFRD) typed 'D dam' and to evaluate the stability of the 'D dam' during dam construction using internal settlement measurements and results of numerical analysis. The field measurements were obtained during dam construction period. The numerical analysis was also carried out for the same construction period. The numerical analysis focused mainly on prediction of stress and displacement behavior of 'D dam' during dam construction stage using input parameters obtained from laboratory tests, i.e. large triaxial tests. The behavior of 'D dam' was evaluated to be stable from comparing the results of field measurements and numerical analysis. A simple empirical equation is also presented to predict final settlement at the completion of dam construction, using settlement measurement monitored during dam embankment.

• 제어로봇시스템학회논문지
• /
• 제18권11호
• /
• pp.1051-1058
• /
• 2012

The unified lateral control algorithm for automatic valet parking for various types of vehicles is presented and its feasibility is shown experimentally via field tests for the given parking scenario. First, a trajectory generation algorithm for forward driving and backward multi-step parking maneuvers is developed. Then, with consideration of different types of vehicles and operating conditions, a kinematic vehicle model is used and validated using field test data. Using the nonlinear vehicle model, the lateral controller is designed based on dynamic surface control. Finally the proposed lateral control law is validated via hardware-in-the-loop simulations for different types of vehicles and experimentally using a test vehicle through field tests.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 1995년도 추계학술대회 논문집 학회본부
• /
• pp.277-280
• /
• 1995

A new improved excitation control system for power plant synchronous generators has been developed by KEPRI(Korea Electric Power Research Institute). In this paper a description of the developed control system with detailed design concept is given. Field tests are conducted to show the system performance and to obtain the model parameters. Based on the measurement approached by field tests excitation model parameters supposing a mathmatical model is given can be determinded. This paper also proposes a algorithm of parameter estimation and identification in the synchronous Generator Excitation Control System.