• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.209-216
• /
• 2005

The controller that can control the smart base isolation system consisting of M damper and friction pendulum systems(FPS) is developed in this study. A fuzzy logic controller (FLC) is used to modulate the M damper force because the FLC has an inherent robustness and ability to handle non-linearities and uncertainties. A genetic algorithm (GA) is used for optimization of the FLC. When earthquake excitations are applied to the structures equipped with smart base isolation system, the relative displacement at the isolation level as well as the acceleration of the structure should be regulated under appropriate level. Thus, NSGA-II(Non-dominated Sorting Genetic Algorithm) is employed in this study as a multi-objective genetic algorithm to meet more than two control objectives, simultaneously. NSGA-II is used to determine appropriate fuzzy control rules as well to adjust parameters of the membership functions. Effectiveness of the proposed method for optimal design of the FLC is judged based on computed responses to several historical earthquakes. It has been shown that the proposed method can efficiently find Pareto optimal sets that can reduce both structural acceleration and base drift from numerical studies.

• 화약ㆍ발파
• /
• 제13권3호
• /
• pp.19-30
• /
• 1995

NATM as method of tunneling has been applied to construction of domestic subway, roads, rail way, water way etc. Accordingly, we have NATM's many drafts and constructional results, but many problems and accidents have occurred under construction of tunnel using NATM for shortage of technical data. Poorness of constructional improvement, systemic inconsistency etc. Especially, everyone was shocked at Gupo's train wrecking accident lately. The purpose of this thesis is presentation of means for setting technical problems, by looking into Gupo's train wrecking accident and home records that applying NATM in tunneling failed, to minimize future safety accidents we find that the general problems of home fifteen sites having occured accidents is badly geological survey, nonconfirmationi of base rock's state, formal measuring management, shortage of specialists, systemical discrepancy and that disregarding NATM's rules makes general problems. The results of this study are Summarised as follows : 1. We advise repletion of design standards to practice crosshole test for confirming connected rock base on vertical section of tunnel. 2. We advise to practice pre0boring and pre-grouting for a weak layer difficult in applying NATM. 3. We advise systemic improvements that field servicer can construct tunnel of his own free will considering base rock's state at tunnel . 4. We advise that specialist, who can make a conduct and supervise above mentioned items as well as measuring management, should be posted at field.

• Steel and Composite Structures
• /
• 제5권4호
• /
• pp.325-340
• /
• 2005

This paper presents a thorough investigation into the structural performance of cold-formed steel column bases using double lipped C sections with bolted moment connections. A total of four column base tests with different connection configurations were carried out, and it was found that section failure under combined bending and shear was always critical. Moreover, the proposed column bases were demonstrated to be structurally efficient attaining moment resistances close to those of the connected sections. In order to examine the structural behaviour of the column base connections, a finite element model was established using shell and spring elements to model the sections and the bolted fastenings respectively. Both material and geometrical non-linearities were incorporated, and comparison between the test and the numerical results was presented in details. The design rules originally developed for bolted moment connections between lapped Z sections were adopted and re-formulated for the design of column base connections after careful calibration against the test data. Comparison on co-existing moments and shear forces at the critical cross-sections of the column bases was fully presented. It was shown that the proposed design and analysis method was structurally adequate to predict the failure loads under combined bending and shear for column bases with similar connection configurations.

• Steel and Composite Structures
• /
• 제5권4호
• /
• pp.289-304
• /
• 2005

This paper presents a thorough investigation into the structural performance of cold-formed steel column bases using double lipped C sections with bolted moment connections. A total of four column base tests with different connection configurations were carried out, and it was found that section failure under combined bending and shear was always critical. Moreover, the proposed column bases were demonstrated to be structurally efficient attaining moment resistances close to those of the connected sections. In order to examine the structural behaviour of the column base connections, a finite element model was established using shell and spring elements to model the sections and the bolted fastenings respectively. Both material and geometrical non-linearities were incorporated, and comparison between the test and the numerical results was presented in details. The design rules originally developed for bolted moment connections between lapped Z sections were adopted and re-formulated for the design of column base connections after careful calibration against the test data. Comparison on co-existing moments and shear forces at the critical cross-sections of the column bases was fully presented. It was shown that the proposed design and analysis method was structurally adequate to predict the failure loads under combined bending and shear for column bases with similar connection configurations.

• 한국정보통신학회논문지
• /
• 제9권3호
• /
• pp.676-683
• /
• 2005

본 논문에서는 퍼지논리 제어방식에서 전문가로부터 소속함수의 관계조정과 제어규칙 베이스 선정 등의 제어지식을 획득해야 하는 문제점을 해결하기 위하여 유전자 알고리즘으로 최적의 소속함수의 양자화와 제어규칙 베이스를 구성하여 우수한 제어성능을 갖는 방법을 제안하였다. 제안한 방식은 유전자 알고리즘을 이용하여 퍼지 소속함수의 변수 값들과 퍼지제어 규칙을 최적화한 값으로 구하고, 이렇게 구한 값들을 초기 값으로 하여 퍼지 제어기를 오프라인으로 구성하고 실제 하드웨어 상에서 온라인으로 적용하는 방식이다. 제안한 방식의 유용성을 확인하기 위해서 DC 서보 모터의 위치제어에 대하여 시뮬레이션 하였고, 단일링크 매니플레이터를 이용한 위치제어 실험을 통하여 제어성능이 우수함을 확인하였다.

• 대한의용생체공학회:의공학회지
• /
• 제17권2호
• /
• pp.235-240
• /
• 1996

The automated ECG diagnostic systems that are odd in hospitals have low performance of P-wave detection when faced with some diseases such as conduction block. So, the purpose of this study was the improvement of detection performance in conduction block which is low in P-wave detection. The first procedure was removal of baseline drift by subtracting the median filtered signal of 0.4 second length from the original signal. Then the algorithm detected R peak and T end point and cancelled the QRS-T complex to get'p prototypes'. Next step was magnification of P prototypes with dispersion and detection of'p candidates'in the magnified signal, and then extraction of contextual information concerned with P-waves. For the last procedure, the CIR was applied to P candidates to confirm P-waves. The rule base consisted of three rules that discriminate and confirm P-waves. This algorithm was evaluated using 500 patient's raw data P-wave detection perFormance was in- creased 6.8% compared with the QRS-T complex cancellation method without application of the rule base.

• 한국안전학회지
• /
• 제9권4호
• /
• pp.92-102
• /
• 1994

NATM as method of tunneling has been applied to construction of domestic subway, roads, rail way, water way etc. Accordingly we have NATM's many drafts and constructional results, but many problems and accidents have occurred under construction of tunnel using NATM for shortage of technical data, poorness of constructional improvement, systemic inconsistency etc. Especially, everyone was shocked at Gupo's train wrecking accident lately. The purpose of this thesis is presentation of means for settling technical problems, by looking into Gupo's train wrecking accident and home records that applying NATM in tunneling failed, to minimize future safety accidents we find that the general problems of home fifteen sites haying occured accidents is badly geological survey, nonconfirmation of base rock's state, formal measuring management, shortage of specialists, systemical discrepancy and that disregarding NATM's rules makes general problems. The results of this study are summarised as follows ; 1. We advise repletion of design standards to practice crosshole test for confirming connected rock base on vertical section of tunnel. 2. We advise to practice pre-boring and pre-grouting for a weak layer difficult in applying NATM. 3. We advise systemic improvements that field servicer can construct tunnel of his own free will considering base rock's state at tunnel. 4. We advise that specialist, who can make a conduct and supervise above mentioned items as well as measuring managements, should be posted at field.

• 대한전기학회논문지
• /
• 제39권3호
• /
• pp.240-246
• /
• 1990

The security control can be defined as all control actions and counter-measures to return the operating state of the system to a normal state. In an emergency state, fault clearing and/or overload suppression is enabled as a security control in order to prevent the extension of the fault. In the alert state, counter-measures should be set up in advance for the dangerous points of the system operation in drder to protect the system from expected accidents. In the normal state, the routine scenario is conducted to analyze system state. In the decision-making of the classification of system states, the heuristic and experienced knowledge can be well applied and thus application of expert system to this area attains considerable achievements. In this study, it is attempted to extract empirical rules through heuristic analysis and establish the knowledge base. Finally, the incorporation method with the conventional program packages in proposed. The expert system is designed to select an appropriate method and to perform the corresponding package. The input data can be automatically set up by using the data base. The computation results can be automatically added to the data base.

• 항공우주정책ㆍ법학회지
• /
• 제21권2호
• /
• pp.207-230
• /
• 2006

현행 군용항공기지법에 따라서 설정된 비행안전구역 밖에 위치한 건축물에는 동 법령이 적용될 수 없다. 또한 건축물의 허가제한조치는 특정 건축물을 대상으로 취해지는 조치가 아니라, 특정 지역이나 구역을 대상으로 계획행정의 차원에서 이루어지는 것이기 때문에, 특정 건축물에 대해서 허가제한조치를 발동하는 것은 여러 가지 차원에서 적절하지가 않다. 현행 법령의 규정만으로는 양 당사자간의 권리 충돌을 조정할 수가 없다고 보아야 하며, 건축하려고 하는 자가 적정한 대가를 지불하게 하는 방식 등을 통해서 비용과 편익의 비교가 가능하게 되는 방식을 모색하는 것이 바람직하다.

• 한국융합학회논문지
• /
• 제9권10호
• /
• pp.75-80
• /
• 2018

본 논문에서는 헬스 빅데이터 플랫폼에서 이기종 라이프로그 마이닝 모델을 제안한다. 이는 사용자의 라이프 로그를 실시간으로 수집하고 헬스케어 서비스를 제공하기 위한 온톨로지 기반의 마이닝 모델이다. 제안하는 방법은 이기종 라이프 로그 데이터를 분산처리하고, 클라우드 컴퓨팅 환경에서 실시간으로 처리한다. 이를 이기종 온톨로지를 기반으로 구성한 환경에 적합하도록 상위 온톨로지 방식으로 지식베이스를 재구성한다. 재구성한 지식베이스는 Jena 4.0 추론엔진을 이용해 추론 규칙들을 생성하고, 규칙 기반 추론 방법으로 실시간 헬스 서비스를 제공한다. 라이프로그 마이닝을 숨겨진 관계에 대한 분석과 시계열적 생체신호에 대한 예측모델을 구성한다. 이는 관계나 추론규칙에서 포함되지 않은 음의 상관관계나 양의 상관관계를 탐색하여 사용자의 생체신호에 대한 변화를 감지하고 예방 의료 서비스를 현실화하는 실시간 헬스케어 서비스가 가능하다. 성능 평가는 제안한 이기종 라이프로그 마이닝 모델 방법이 정확도에서 0.734, 재현율에서 0.752로 다른 모델에 비해 우수하게 나타난다.