• 문화기술의 융합
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• 제7권2호
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• pp.303-308
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• 2021

본고는 존 러스킨의 미학이론에서 '본다는 것'이 어떤 의미인지를 논한다. 러스킨에게 '본다는 것'은 도덕적 통찰력을 규정하는 핵심적 열쇠이다. 그렇기에 러스킨의 도덕적 사유에서 '보기'의 배움과 자연에서의 '보기'의 기쁨이 서로 어떻게 관계를 맺는지 살펴보기 위하여, 『현대 화가들』을 비롯하여 「할키온 이야기」, 「빛의 과학에 관하여」, 『프로세르피나』, 『프레테리타』 등 러스킨의 주요 강연과 텍스트들을 분석한다. 본론의 제1절에서는 러스킨의 도덕적 생태학의 구성요소인 기쁨, 사상, 보기의 상호 관련성을 규명하고, 이어서 제2절에서는 인간 존재의 도덕적 지각으로서의 보기 개념이 형성되는 이론적 논리를 추적한다. 그리고 제3절에서는 자연과 신의 신비를 향한 배움으로서의 보기 개념을 이루는 보기의 방식과 기쁨의 미적 체험 사이의 조응을 논증한다. 이러한 이론적 검토 과정에 따라, 마지막으로 본고는 존 러스킨의 '본다는 것'은 인간-자연-신의 위계적 구성의 우주에서 발생하는 도덕적 지각의 발전과 상응하는 생태적 감수성의 형성 요소임을 주장한다.

• Earthquakes and Structures
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• 제23권6호
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• pp.493-502
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• 2022

In recent decades, infrastructural development has exploded, particularly in the coastal region of Saudi Arabia. The rising demand of most consumed aggregate in construction can be effectively compensated by the alternative material like scoria which lavishly exists in the western region. Scoria is characterized as lightweight aggregate beneficially used to develop lightweight concrete (LWC) - a potential alternative of normal weight concrete (NWC) ensuring reduction in the structural element's size, increase in building height, comparatively lighter foundation, etc. Hence, the goal of this study is to incorporate scoria-based structural lightweight concrete and evaluate its impact on superstructure and foundation design beside contributing to the economy of construction. Fresh, mechanical, and rheological properties of the novel LWC have been investigated. The structural analyses employ the NWC as well as LWC based structures under seismic and wind loadings. The commercial finite element package - ETABS was employed to find out the change in structural responses and foundations. The cost estimation and SWOT analysis for superstructure and foundation have also been carried out. It was revealed that the developed LWC enabled a more flexible structural design. Notable reduction in the steel and concrete prices of LWC might be possible in the low-rise building. It is postulated that the cost-effective and eco-friendly LWC will promote the usage of scoria as an effective alternative in Saudi Arabia and GCC countries for structurally viable LWC construction.

• Smart Structures and Systems
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• 제30권4호
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• pp.339-351
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• 2022

Evaluating the current condition of existing structures is of primary importance for economic and safety reasons. This can be addressed by Structural System Identification (SSI). A reliable static SSI depends on well-designed sensor configuration and loading cases, as well as efficient parameter estimation algorithms. Static SSI by the Measurement Error-Minimizing Observability Method (MEMOM) is a model-based deterministic static SSI method that could estimate structural parameters from static responses. In the current state of the art, this method is only applicable when structures are subjected to one loading case. This might lead to lack of information in some local regions of the structure (such as the null curvatures zones). To address this issue, the SSI by MEMOM using multiple loading cases is proposed in this work. Observability equations obtained from different loading cases are concatenated simultaneously and an optimization procedure is introduced to obtain the estimations by minimizing the discrepancy between the predicted response and the measured one. In addition, a Genetic-Algorithm (GA)-based Optimal Sensor Placement (OSP) method is proposed to tackle the OSP problem under multiple static loading cases for the very first time. In this approach, the Fisher Information Matrix (FIM)'s determinant is used as the metric of the goodness of sensor configurations. The numerical examples of a 3-span continuous bridge and a 13-story frame, are analyzed to validate the applicability of the extended SSI by MEMOM and the GA-based OSP method.

• 공연문화연구
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• 제39호
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• pp.31-67
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• 2019

본고는 판소리 <적벽가>를 창극으로 만드는 작업의 어려움을 판소리와 창극의 장르상 차이에 있다고 보고 판소리의 서사와 음악이 창극에 그대로 활용되기 어렵다는 점을 밝혀내었다. 전승 5가를 창극으로 만든 작품들은 대부분 판소리의 서사와 소리를 그대로 공연한다. 그러나 판소리 <적벽가>의 원본 서사는 전반부와 후반부의 생성이 따로 이루어졌기 때문에 눈에 띄게 이원적 구조를 가지고 있다. 판소리와는 달리, 이야기를 무대화하여 시각적으로 보여주는 드라마 장르에서는 행동의 일치가 중요하게 때문에, 원본 서사의 이원성은 행동의 불일치라는 결함으로 드러날 수 있다. 또한 판소리 원작의 소리들은 극적이기보다는 설명적인 대목이 많으며, 극적 클라이맥스인 적벽대전 장면도 설명적이고 해학적인 사설로 되어 있어서 창극에서 극적인 장면으로 연출하기에 어려움이 있다. 다만 소설 원작에는 없는 군사들의 목소리는 창극에서 연출되었을 때, 이면적 주제를 효과적으로 드러내는 역할을 한다. 그러나 군사들의 목소리마저도 서사적인 측면에서는 핍진성을 결여하고 있기에, 판소리 원본 텍스트를 그대로 창극에 이식하기에는 무리가 있다. 창극 <적벽가>는 능동적으로 판소리 <적벽가>를 연구하고 해체해야만, 창극만의 독자적인 새로운 작품으로 거듭날 수 있을 것이다.

• 한국지반공학회논문집
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• 제23권10호
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• pp.121-131
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• 2007

본 연구는 흙막이굴착 공사에 의한 지반거동을 평가하여, 구조물의 형상, 위치, 굴착공정 변화등의 다양한 조건과 지반/구조물의 상호작용이 고려된 모형실험을 기본으로 수행하였다. 흙막이굴착에 따른 인접구조물의 손상수준은 구조물의 형상비(L/h), 굴착단계, 이격거리(X) 등에 따라 현저히 다르게 나타남을 확인하였으며, 구조물 중 가장 취약한 구간(BAY)에 따른 평가가 시공초기에 보다 세밀하고 구체적으로 분석되어야 할 것으로 판단된다. 구조물에 발생된 균열의 손상수준을 손상도표에서 평가해 본 결과, 균열손상 수준이 적용된 평가가 각변위와 수평변형율만 적용된 손상수준보다 안전측으로 평가되는 것을 확인할 수 있었다. 그러므로, 각변위와 수평변형율 뿐만 아니라 균열이 고려된 손상평가를 수행하는 것이 보다 바람직할 것으로 판단된다.

• Smart Structures and Systems
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• 제32권1호
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• pp.9-21
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• 2023

The parameters of civil engineering structures have time-variant characteristics during their service. When extremely large external excitations, such as earthquake excitation to buildings or overweight vehicles to bridges, apply to structures, sudden or gradual damage may be caused. It is crucially necessary to detect the occurrence time and severity of the damage. The unscented Kalman filter (UKF), as one efficient estimator, is usually used to conduct the recursive identification of parameters. However, the conventional UKF algorithm has a weak tracking ability for time-variant structural parameters. To improve the identification ability of time-variant parameters, an adaptive UKF with forgetting factor (AUKF-FF) algorithm, in which the state covariance, innovation covariance and cross covariance are updated simultaneously with the help of the forgetting factor, is proposed. To verify the effectiveness of the method, this paper conducted two case studies as follows: the identification of time-variant parameters of a simply supported bridge when the vehicle passing, and the model updating of a six-story concrete frame structure with field test during the Yangbi earthquake excitation in Yunnan Province, China. The comparison results of the numerical studies show that the proposed method is superior to the conventional UKF algorithm for the time-variant parameter identification in convergence speed, accuracy and adaptability to the sampling frequency. The field test studies demonstrate that the proposed method can provide suggestions for solving practical problems.

• Structural Engineering and Mechanics
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• 제84권4호
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• pp.489-502
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• 2022

This paper is aimed at developing an optimization-based Finite Element model updating approach for structural damage identification and quantification. A modal flexibility-based error function is introduced, which uses modal assurance criterion to formulate the updating problem as an optimization problem. Because of the inexplicit input/output relationship between the candidate solutions and the error function's output, a robust and efficient optimization algorithm should be employed to evaluate the solution domain and find the global extremum with high speed and accuracy. This paper proposes a new multi-stage Selective Particle Swarm Optimization (SPSO) algorithm to solve the optimization problem. The proposed multi-stage strategy not only fixes the premature convergence of the original Particle Swarm Optimization (PSO) algorithm, but also increases the speed of the search stage and reduces the corresponding computational costs, without changing or adding extra terms to the algorithm's formulation. Solving the introduced objective function with the proposed multi-stage SPSO leads to a smart feedback-wise and self-adjusting damage detection method, which can effectively assess the health of the structural systems. The performance and precision of the proposed method are verified and benchmarked against the original PSO and some of its most popular variants, including SPSO, DPSO, APSO, and MSPSO. For this purpose, two numerical examples of complex civil engineering structures under different damage patterns are studied. Comparative studies are also carried out to evaluate the performance of the proposed method in the presence of measurement errors. Moreover, the robustness and accuracy of the method are validated by assessing the health of a six-story shear-type building structure tested on a shake table. The obtained results introduced the proposed method as an effective and robust damage detection method even if the first few vibration modes are utilized to form the objective function.

• 한국구조물진단유지관리공학회 논문집
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• 제27권6호
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• pp.162-171
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• 2023

본 연구에서는 기존 구조물의 면내 보강을 위해 콘크리트 구조물과 보강재를 쉽게 연결할 수 있는 내진 어댑터의 세부 설계 방안을 제안하였다. 제안된 내진 어댑터는 실제 크기의 절반으로 축소된 2층짜리 기둥-보 구조물에서 동적 시뮬레이션을 통해 성능을 테스트하였다. 실험 결과, 내진 어댑터를 사용하여 보강된 시험체는 보강되지 않은 시험체에 비해 에너지 소산 능력이 3.5배 향상되었음을 보여주어, 일반적인 사용 범위 내에서 내진 어댑터가 손상되지 않았음이 확인되어 그 효과를 입증하였다. 이어서 변형 한계(변형 각도 3.3%)까지 하중을 가했을 때, 1층 하부에서 어댑터와 보강재를 연결하는 M10 볼트 중 하나가 파손된 것을 관찰하였다. 이러한 발견을 고려할 때, 실제 상황에서 내진 보강을 적용할 때는 내진 어댑터를 연결하는 볼트와 앵커의 설계에 중점을 둬야 할 것으로 판단되었다.

• 건축역사연구
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• 제31권6호
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• pp.17-32
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• 2022

Ijidang(二止堂) is a private village school (seodang, 書堂) established in Okcheon, north Chungcheong province where Jungbong Jo, Heon(重峯 趙憲, 1544-1592 AD) had trained for his sound mind and body(yusangcheo, 遊賞處). Jo, Heon was a notable Neo-Confucian scholar of the Kiho School and also a righteous general leading soldiers in Joseon Dynasty. According to Ijidanggi(二止堂記), Ijidang was constructed to honor Jo, Heon and to train local talents in 1647 with the support of Song, Si-yeol(宋時烈, 1607-1689 AD),a representative scholar belong to Kiho School and other local Confucian scholars. Ijidang currently consists of Main Body(本體) in the middle along with the East(Dong-lu 東樓) and the West Pavilions(Seo-lu 西樓) attached to each side. The Main Body and the Dong-lu firstly constructed were to give lectures and to rest within. Ijidang has undergone several changes in its form so far. The surrounding nearby Ijidang shows characteristics of the Confucian architecture for training(J eong-sa, 精舍) and the building itself was to be built in a scenic place apart from the secular world in which scholars stayed, cultivated their body and mind or taught disciples within. The lecture space of Ijidang is positioned next to the main hall(Dae-cheong 大廳) unlike other typical forms of a three-bay building(samganjije 三間之制) at that period. West lu, a two-story building added afterwards in the early 18th century representing characteristics of the Gate Pavilion(Mullu, 門樓) of Neo-Confucian Academies(Seo-won, 書院) in Joseon Dynasty was typically located where the entrance and the ground floor of the main building are visible simultaneously.

• 한국지진공학회논문집
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• 제28권1호
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• pp.47-57
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• 2024

Recently, in newly constructed apartment buildings, the exterior wall structures have been characterized by thinness, having various openings, and a significantly low reinforcement ratio. In this study, a nonlinear finite element analysis was performed to investigate the crack damage characteristics of the exterior wall structure. The limited analysis models for a 10-story exterior wall were constructed based on the prototype apartment building, and nonlinear static analysis (push-over analysis) was performed. Based on the finite element (FE) analysis model, the parametric study was conducted to investigate the effects of various design parameters on the strength and crack width of the exterior walls. As the parameters, the vertical reinforcement ratio and horizontal reinforcement ratio of the wall, as well as the uniformly distributed longitudinal reinforcement ratio and shear reinforcement ratio of the connection beam, were addressed. The analysis results showed that the strength and deformation capacity of the prototype exterior walls were limited by the failure of the connection beam prior to the flexural yielding of the walls. Thus, the increase of wall reinforcement limitedly affected the failure modes, peak strengths, and crack damages. On the other hand, when the reinforcement ratio of the connection beams was increased, the peak strength was increased due to the increase in the load-carrying capacity of the connection beams. Further, the crack damage index decreased as the reinforcement ratio of the connection beam increased. In particular, it was more effective to increase the uniformly distributed longitudinal reinforcement ratio in the connection beams to decrease the crack damage of the coupling beams, regardless of the type of the prototype exterior walls.