• Journal of the Korea institute for structural maintenance and inspection
• /
• v.17 no.1
• /
• pp.124-132
• /
• 2013

Damage location and extent could be detected by the inverse analysis on dynamic response of the damaged structure. In general, detection of damage location is possible by the observation of the mode shape difference between undamaged and damaged structure and assessment of stiffness reduction is possible by the observation of the natural frequency difference of them. The study on damage detection by the dynamic response in civil structures is reported enough and in practical use, but in building structures it is reported seldom due to several problems. The purpose of this study is to present the damage detection method on shear building structures by mode shape. The damage location index using 1st mode shape is observed theoretically to find out damage location. The damage detection method is applied to numerical analysis model such as MATLAB and MIDAS GENw for the verification. Finally the shaking table test on 3 story shear building is performed for the examination of the damage detection method. In shaking table results, as the story stiffness decrease by 25% the 1st mode frequency increase by 12%, and the damage location index represents minus at damaged story.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.26 no.4
• /
• pp.20-29
• /
• 2022

The operational modal analysis (OMA) technique, which extracts the modal parameters of a structural system using ambient vibrations, has been actively developed as a field of structural health monitoring of cable-supported bridges. In this paper, the short and long-term modal parameters of a cable-stayed bridge were evaluated using the acceleration data obtained from the two ambient vibration tests (AVTs) and three years of continuous measurements. A total of 27 vertical modes and 1 lateral mode in the range 0.1 ~ 2.5 Hz were extracted from the high-resolution AVTs which were conducted in the 6th and 19th years after its completion. Existing OMA methods such as Peak-Picking (PP), Eigensystem Realization Algorithm with Data Correlation (ERADC), Frequency Domain Decomposition (FDD) and Time Domain Decomposition (TDD) were applied for modal parameters extraction, and it was confirmed that there was no significant difference between the applied methods. From the correlation analysis between long-term natural frequencies and environmental factors, it was confirmed that temperature change is the dominant factor influencing natural frequency fluctuations. It was revealed that the decreased natural frequencies of the bridge were not due to changes in structural performance and integrity, but to the environmental effects caused by the temperature difference between the two AVTs. In addition, when the TDD technique is applied, the accuracy of extracted mode shapes is improved by adding a proposed algorithm that normalizes the sequence so that the autocorrelations at zero lag equal 1.

• Proceedings of the IEEK Conference
• /
• 2003.07a
• /
• pp.117-120
• /
• 2003

GPRS(General Packet Radio Service) 서비스는 circuit 기반의 GSM(Global System for Mobile Communication)의 기본 망구조를 이용하여 packet 서비스를 지원하도록 변형시킨 모델이다. 기본적으로 GPRS는 GSM의 많은 부분을 계승하여 서비스를 지원하고 있기 때문에 GSM이 가지고 있던 문제점을 그대로 이어받게 되었는데, 본 논문에서는 사용자 인증 프로시져등에서 문제시 될 수 있는 부분들에 대해 살펴보고, 이를 보완 할 수 있는 방법으로 공개키의 암호화 모드와 인증 모드를 사용한 인증 프로시져와 시스템 구조를 소개하고자 한다. 또한 공개키 구조의 인증을 사용함으로써 필요로 하게 되는 키 관리에 대한 방법을 제시하고 앞으로 해결해 나가야 될 문제에 대해 언급을 하고자 한다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.1 no.2
• /
• pp.95-105
• /
• 1997

Iosipescu Beam은 혼합 모드의 파괴 거동에 관하여 자주 이용되고 있는 보 중에 하나이다. 이 연구의 주요 목적은 Iosipescu 보의 모드 II 파괴계수(SIF)를 수치적 실험을 통하여 결정하는데 있다. 이 특별한 연구의 목적에 맞게 강도계수를 구하기 위하여 강성도법이 유도되고, 다양한 종류의 Iosipescu 보의 분석이 이루어진다. 수치적 실험을 위해 요구되어지는 정해를 얻기 위한 기술이 논의된다. 또한 이 수치 실험을 위하여 필요로 되어지는 Mesh의 기준과 요구되어지는 정해도를 위한 수렴 테스트를 실시한다. 약 500 개의 데이터 세트가 분석되어 결과가 이용하기 쉬운 약산식으로 유도되었다.

• Proceedings of the Korean Reliability Society Conference
• /
• 2000.04a
• /
• pp.115-121
• /
• 2000

영광1,2,3,4호기 비상디젤발전기(EDG)의 신뢰도 수준을 파악하기 위하여 시험관리대장과 운전불능관리대장, 그리고 발전과장일지를 조사하여 신뢰도 및 이용불능도를 분석하였다. 신뢰도는 EDG의 유효시험 데이터를 이용하여 계산하는 유효 신뢰도와 무효시험까지 포함하여 계산하는 전체 신뢰도로 구분하였으며, 이용불능도는 EDG를 정비모드로 전환시키고 작업함으로서 이용불능을 유발하였던 정비 이용불능도, 그리고 유효시험 실패로 인하여 정비모드를 유발하는 경우에 잠재적 고장 시간까지 포함한 종합 이용불능도로 구분하였다. 분석 결과로서 영광1호기 EDG의 유효 신뢰도는 0.995, 2호기는 1.0으로 매우 높은 수준을 유지하고 있었으며, 이용불능도의 역인 이용가능도는 1호기 A계열 EDG는 0.978, B계열은 0.979, 2호기 A는 0.991, B는 0.976으로 높은 수준이었다. 3,4호기 EDG의 유효 신뢰도는 1,2호기와 마찬가지로 높은 수준이었으나, 전체 신뢰도는 텐덤형 디젤엔진이 갖는 근본적 부하불균형 문제 때문에 낮은 수준이었다. 따라서, 영광3,4호기 EDG의 신뢰도를 높이기 위해 많은 노력을 기울였으며, 이를 통해 EDG 신뢰도 개선에 도움이 된 것으로 분석되었다.

• Journal of Satellite, Information and Communications
• /
• v.8 no.4
• /
• pp.111-116
• /
• 2013

Because LEO (Low Earth Orbit) satellite has very limited contact time between satellite and ground station, all telemetry data generated on satellite are stored in a mass memory and transmitted to the ground during the contact time. There are two downlink modes, real-time mode and playback mode. Only real-time data frames are transmitted to the ground in real-time mode, real-time and playback data frames stored into mass memory are transmitted to the ground in playback mode. In accordance with the data transmission rate, there are two downlink rates, low downlink rate and high downlink rate. This paper briefly introduces downlink interfaces and flight software of a LEO satellite developed in KARI. And it presents the telemetry storage method, real-time and playback downlink management method, and downlink channel and rate control method.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.3
• /
• pp.101-107
• /
• 2014

Damage location and extent of structure could be detected by the inverse analysis on dynamic response properties such as frequencies and mode shapes. The dynamic response of building structures has many noise and affected by nonstructural members and, above all, the behavior of building structure is more complex than civil structure and this makes the damage detection difficult. In recent researches the damage is detected by the indirect index such as sensitivity or assumed values. However, for the more reasonable damage detection, it needs to use the damage index directly induced from dynamic equation. The purpose of this study is to provide the damage detection method on shear building structures by the damage index directly induced from dynamic equation. The provided damage index could be estimated from measured mode shape of undamaged structure and frequency difference between undamaged and damaged structure. The damage detection method is applied to numerical analysis model such as MATLAB and MIDAS GENw for the verification. The damage index at damaged story represents (-) sign and 15 times than other undamaged sories.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.4
• /
• pp.33-40
• /
• 2014

The final purpose of this study is to evaluate the seismic performance of unreinforced masonry (URM) building more accurately. For that, shear strength and hysteresis model considering failure mode of the URM wall were discussed. The shear strength of URM wall without openings could be calculated by determining on the minimum value between the rocking strength suggested by domestic research and the sliding strength suggested by FEMA. The wall having openings could be predicted properly by the FEMA method. And the nonlinear hysteresis models for flexural and shear behaviors considering failure mode were proposed. As the result of the nonlinear cyclic analysis that carried out using suggested models, these analysis models were proper to represent the seismic behavior of URM walls.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.12 no.2
• /
• pp.171-180
• /
• 2008

The aim of this paper is to clarify the structural performance of RC beams strengthened with Carbon Fibre Reinforced Polymer(CFRP) plates using channel-type anchorage system. Twelve RC beams were specifically designed without and with a channel-type anchorage system, which was carefully detailed to enhance the benefits of the strengthening plates. All the twelve beams were identical in terms of their geometry but varied in their internal reinforcement, concrete strength. All the beams were tested under four point bending and extensively instrumented to monitor strains, cracking, load capacity and failure modes. The structural response of all the twelve beams is then critically analyzed in terms of deformability, strength and failure processes. It is shown that with a channel-type anchorage system, a brittle debonding failure of a strengthened beam can be transformed to an almost ductile failure with well-defined enhancement of structural performance in terms of both deformation and strength.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.10 no.3
• /
• pp.203-210
• /
• 2006

A procedure for determining the lateral load pattern for pushover analysis which includes higher mode effects is presented in this study. It is well-known that the details of future earthquakes at particular site is almost impossible to predict accurately and that the code-design spectra try to represent at least the average nature of probable future earthquakes. Thus the code-design spectrum is directly used as the input earthquakes in this paper when incorporating higher mode effects in the pushover analysis so that the efforts for selecting input motions and constructing response spectrum needed in some existing method could be avoided. A case study based on the time history analysis of a irregular steel moment frame showed that the procedure proposed in this study generally outperforms various pushover analysis procedures of ATC-40 and FEMA 273. However, the proposed procedure tended to be conservative as compared with the time history analysis method.