• Structural Engineering and Mechanics
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• 제84권1호
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• pp.1-16
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• 2022

An efficient and accurate classification method for failure modes of reinforced concrete (RC) columns was proposed based on key characteristic parameters. The weight coefficients of seven characteristic parameters for failure modes of RC columns were determined first based on the support vector machine-recursive feature elimination. Then key characteristic parameters for classifying flexure, flexure-shear and shear failure modes of RC columns were selected respectively. Subsequently, a support vector machine with key characteristic parameters (SVM-K) was proposed to classify three types of failure modes of RC columns. The optimal parameters of SVM-K were determined by using the ten-fold cross-validation and the grid-search algorithm based on 270 sets of available experimental data. Results indicate that the proposed SVM-K has high overall accuracy, recall and precision (e.g., accuracy>95%, recall>90%, precision>90%), which means that the proposed SVM-K has superior performance for classification of failure modes of RC columns. Based on the selected key characteristic parameters for different types of failure modes of RC columns, the accuracy of SVM-K is improved and the decision function of SVM-K is simplified by reducing the dimensions and number of support vectors.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2017년도 춘계학술대회
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• pp.197-199
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• 2017

본 논문은 RC 시정수 회로를 이용하여 지터 특성을 개선한 위상고정루프의 구조를 제안하였다. RC 시정수 회로에서는 루프 필터 전압이 작은 시정수와 큰 시정수 값을 가지는 회로를 통과하여 비교기로 전달된다. 이런 부궤환 루프는 필터 출력 전압 변동 폭을 줄여서 지터 크기를 감소시켜준다.

• 전자공학회논문지
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• 제54권2호
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• pp.133-138
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• 2017

본 논문은 RC 시정수 회로를 이용하여 지터 특성을 개선한 위상고정루프의 구조를 제안하였다. RC 시정수 회로에서는 루프 필터 전압이 작은 시정수와 큰 시정수 값을 가지는 회로를 통과하여 비교기로 전달된다. 작은 시정수 값을 가지는 회로를 지나는 신호는 거의 루프 필터 출력 전압과 같은 값을 가진다. 큰 시정수 값을 가지는 회로를 지나는 신호는 루프 필터 출력전압의 평균값을 가지며, 비교기회로에서 기준 신호 역할을 한다. 비교기의 출력 신호는 루프 필터에 전류를 공급하는 보조 전하펌프를 제어한다. 루프 필터 출력 전압이 상승하면 보조 전하펌프는 루프 필터에서 전류를 방전시켜 루프 필터 출력 전압이 하강하게 하고, 또는 루프 필터 출력 전압이 하강하면 보조 전하펌프는 루프 필터에서 전류를 충전시켜 루프 필터 출력 전압이 상승하게 한다. 이런 부궤환 루프는 필터 출력 전압 변동 폭을 줄여서 지터 크기를 감소시켜준다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.709-714
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• 1997

Recently, the repair materials for defected RC structures are being developed and the performance on repaired RC structures are being studied. This experiment is aimed to evaluate the flexural performance of the RC beams repaired by premix-type materials. The parameters used in this study is the repair materials, the repair length and the treatment of interface. Flexural capacity of repaired RC beams except the polymer-repaired RC beams are similar to that of the control beam. In the flexural capacity, the RC beams treated with chipping show better results than the RC beam without chipping. The various repair lengths of the repaired RC beam are not affected to the flexural capacity.

• Structural Engineering and Mechanics
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• 제55권5호
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• pp.1015-1035
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• 2015

A three-dimensional (3D) numerical analysis for the train-bridge interaction (TBI) system is actively developed in this study in order to investigate the vibration characteristics of rigid-frame reinforced concrete (RC) viaducts in both vertical and lateral directions respectively induced by running high-speed trains. An analytical model of the TBI system is established, in which the high-speed train is described by multi-DOFs vibration system and the rigid-frame RC viaduct is modeled with 3D beam elements. The simulated track irregularities are taken as system excitations. The numerical analytical algorithm is established based on the coupled vibration equations of the TBI system and verified through the detailed comparative study between the computation and testing. The vibration responses of the viaducts such as accelerations, displacements, reaction forces of pier bottoms as well as their amplitudes with train speeds are calculated in detail for both vertical and lateral directions, respectively. The frequency characteristics are further clarified through Fourier spectral analysis and 1/3 octave band spectral analysis. This study is intended to provide not only a simulation approach and evaluation tool for the train-induced vibrations upon the rigid-frame RC viaducts, but also instructive information on the vibration mitigation of the high-speed railway.

• 대한치과기공학회지
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• 제10권1호
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• pp.89-111
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• 1988

치과기공소 근무자들의 직무관련 요인과 직무만족 및 조직몰입간의 상관관계를 구명하고저 대한 치과기공사 협회에 가입된 치과기공소에서 1987년 2월 6일부터 2월 27일 사이에 종사한 근무자 504명을 대상으로 우편을 이용한 설문조사 결과는 다음과 같다. 1. 일반적 특성 요인군과 직무만족 요인군간의 정준상관관계는 Rc=0.48로 통계학적으로 유의하였으나, 일반적 특성요인군과 조직몰입 요인군간의 정준상관관계는 Rc=0.37로 통계학적으로 유의하지 않았다. 2. 직무관련 요인군과 직무만족 요인군간의 정준상관관계는 Rc=0.69로 높았으며, 직무관련 요인 중 급여적정성, 승진기회, 부가급부 적정성 등이 통계학적으로 유의하게 영향을 미치는 요인이었다. 3. 직무관련 요인군과 조직몰입 요인군간의 정준상관관계는 Rc=0.61로 높았으며, 직무관련 요인 중 급여 적정성, 기술습득기회, 업무 중요성 등이 통계학적으로 유의하게 영향을 미치는 요인이었다. 4. 직무만족에 통계학적으로 유의하게 영향을 미치는 직무관련 요인은 일반특성에 따라 달랐다. 즉 연령, 경력, 직무 등의 경우 급여 적정성으로 동일하였으나 성, 재직기간, 자격증 유무의 경우에서는 부가급부 적정성, 거래처와의 관계로 직무관련 요인이 달랐다. 5. 조직몰입에 통계학적으로 유의하게 영향을 미치는 직무관련 요인은 남자의 경우 급여 적정성인 반면 여성의 경우 부가급부 적정성, 30세 미만 근무자의 경우 업무중요성인 반면 30세 이상 근무자의 경우 급여 적정성, 경력은 5년 미만 근무자의 경우 급여 적정성인 반면 5년 이상 근무자의 경우 단조로움 등으로 일반특성에 따라 달랐다. 6. 치과기공소 근무자의 직무만족 및 조직몰입에 가장 큰 영향을 미치는 직무관련 요인은 급여 적정성이었다.

• Earthquakes and Structures
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• 제13권3호
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• pp.309-322
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• 2017

In this paper, a simplified evaluation method of the skeleton curve for reinforced concrete (RC) frame with unreinforced masonry (URM) infill is proposed in a practical form, based on the previous studies. The backbone curve for RC boundary frame was modeled by a tri-linear envelope with cracking and yielding points. On the other hand, that of URM infill was modeled by representative characteristic points of cracking, maximum, and residual strength; also, the interaction effect between RC boundary frame and the infill was taken into account. The overall force-displacement envelopes by the sum of RC boundary frame and URM infill, where the backbone curves of the infill from other studies were also considered, were then compared with the previous experimental results. The simplified estimation results from this study were found to almost approximate the overall experimental results with conservative evaluations, and they showed much better agreement than the cases employing the infill envelopes from other studies.

• Structural Engineering and Mechanics
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• 제21권1호
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• pp.35-52
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• 2005

This paper proposes a realistic approach to pushover analyses of reinforced concrete (RC) structures with single column type and frame type. The characteristic of plastic hinge of a single RC column subjected to fixed axial load was determined first according to column's three distinct failure modes which were often observed in the experiments or earthquakes. By using the determined characteristic of plastic hinge, the pushover analyses of single RC columns were performed and the analytical results were investigated to be significantly consistent with those of cyclic loading tests. Furthermore, a simplified methodology considering the effect of the variation of axial force for each RC column of the frame structure during pushover process is proposed for the first time. It would be helpful in performing pushover analysis for the structures examined in this study with efficiency as well as accuracy.

• Steel and Composite Structures
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• 제43권5호
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• pp.553-564
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• 2022

Many existing reinforced concrete (RC) structures need to be strengthening for reason such as poor construction quality, low ductility or designing without considering seismic effects. One of the strengthening methods is strengthening technique with eccentrically braced frames (EBFs). The characteristic element of these systems is the link element and its length is very important in terms of seismic behavior. The link element of Y shaped EBF systems (YEBFs) is designed as a short shear element. Different limits are suggested in the literature for the link length. This study to aim experimentally investigate the effect of the link length for the suggested limits on the behavior of the RC frame system and efficiency of strengthening technique. For this purpose, a total of 5 single story, single span RC frame specimens were produced. The design of the RC frames was made considering seismic design deficiencies. Four of the produced specimens were strengthened and one of them remained as bare specimen. The steel YEBFs were used in strengthening the RC frame and the link was designed as a shear element that have different length with respect to suggested limits in literature. The length of links was determined as 50mm, 100mm, 150mm and 200mm. All of the specimens were tested under cyclic loads. The obtained results show that the strengthening technique improved the energy consumption and lateral load bearing capacities of the bare RC specimen. Moreover, it is concluded that the specimens YB-2 and YB-3 showed better performance than the other specimens, especially in energy consumption and ductility.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.663-668
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• 2003

In this paper, an environmental factor and a durability resistance factor which adapts the concept of the Load Resistance Factor Design for safety design of RC structures is derived and a basic principle of a durability evaluation for RC structures using the factors is proposed. It is shown that durability of RC structures can be evaluated by comparing predicted value of chloride ion concentration with limit value of concentration for steel corrosion generation in reinforcement steel position and the durability of concrete manufactured for the RC structures can be also evaluated by comparing characteristic diffusion coefficient of concrete with predicted diffusion coefficient during mixture design.