• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 가을 학술발표회논문집
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• pp.193-198
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• 1993

This paper presents a systematic procedure to obtain shape functions of the infinite elements for soil-structure interaction analysis. The function spaces are derived from the analytical solutions and appropriate assumptions based on physical interpretation. The function spaces are complete for the surface wave components, but approximate for the body wave components. Three different infinite elements are developed by using the wave functions of the derived function spaces. Numerical example analysis is presented for demonstrating the effectiveness of the present infinite elements.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.971-976
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• 2006

This paper presents a design technique of steel structures subjected to static and dynamic loadings using practical nonlinear inelastic analysis software. The beam-column approach using the stability functions and the plastic hinge concept enables the software to suitably predict second-order effects and inelastic behavior of beam-columns. For dynamic analysis. the incremental from of the equation of motion is solved by the use of a step-by-step numerical integration procedure in which the assumption of constant acceleration over a small time step is employed. The accuracy of the analysis program is validated using the results of ABAQUS program and experimental tests. A user-friendly graphic interface of the software is developed to facilitate the modeling process and result interpretation of the problem. A design example of large span bridge is presented to detail the direct design process using the practical advanced analysis software.

• Computational Structural Engineering : An International Journal
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• 제1권1호
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• pp.21-29
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• 2001

The general topology optimization can be considered as optimal material distribution. Such an approach can be unstable, unless composite materials are introduced. In this research, a nodal volume fraction method is used to obtain the optimum topology of continuum structures. This method is conducted from a composite material model composed of isotropic matter and spherical void. Because the appearance of the chessboard patterns makes the interpretation of the optimal material layout very difficult, this method contains a chessboard prevention strategy. In this research, several topology optimization problems are presented to demonstrate the validity of the present method and the recursive quadratic programming algorithm is used to solve the topology optimization problems.

• 건축역사연구
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• 제6권3호
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• pp.9-22
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• 1997

The Wooden Stupa of Hwangnyongsa Temple, existed from Shilla to Koryo Dynasty, is recognized as a typical model of the Korean wooden stupa. The related records on this stupa are found in some historical documents including The Chronicles of the Three States ${\ulcorner}$三國史記${\lrcorner}$. This study, through the interpretation of these documents, attempts to discuss and analyse design and structural methods of the stupa, viz., i) the relationship with both Chinese and Japanese wooden stupa, ii) the height, iii) each floor's linking methods, iv) the 'Noban' (Basement of the upper part), v) structure of the 'Simju' (Central pillar) and vi) the stairs and the handrails. The results of this study would be hopefully used for the further researches as well as the restoration of this precious architectural asset.

• 전산구조공학
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• 제7권2호
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• pp.111-120
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• 1994

혼합 유한 요소 기법을 이용하여 STEEL과 같은 강체와 접합된 RUBBER에서의 계면 균열을 해석한다. 먼저 비압축성 물질의 유한 요서 해석을 위해 혼합 유한요소(Mixed Finite Element) 정식화를 한다. 이때 RUBER를 Mooney-Rivlin Material로 가정한다. 다음으로 대변형에 있어서 J-적분이 포텐셜 에너지 방출률로서의 의미를 갖는가를 확인하고 유한 요소 해석 결과를 검증한 후 여러 균열 길이에 대해서 에너지 방출률을 계산하고 균열 성장 안정성을 검토한다.

• 한국구조물진단유지관리공학회 논문집
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• 제6권1호
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• pp.255-262
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• 2002

This paper presents a statistical analysis of empirical fragility curves for bridge. The empirical fragility curves are developed utilizing bridge damage data obtained from the 1995 Hyogoken Nanbu(Kobe) earthquake. Two-parameter lognormal distribution functions are used to represent the fragility curves with the parameters estimated by the maximum likelihood method. This paper also presents methods of testing the goodness of fit of the fragility curves and estimating the confidence intervals of the two parameters(median and log-standard deviation) of the distribution. An analytical interpretation of randomness and uncertainty associated with the median is provided.

• 한국자기공명학회논문지
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• 제28권3호
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• pp.10-14
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• 2024

Caveolin3, mainly expressed in muscle tissue types, is a structural scaffolding protein of caveolae which are microdomains of plasma membrane. To elucidate the relationship between structure and function, several studies on the structure of caveolins using NMR have been reported. Because the ionic strength can affect the electrostatic-driven association of proteins with ligand and protein structure, the effect of salt in the structural studies has to be considered. In this work, we observed that the chemical shifts of Cav3 in the LPPG detergent change depending on salt concentration. The R2 values also show salt concentration-dependent changes. Specifically, in the N-terminal region where conformational changes and various interactions occur, the R2 values decrease. Interestingly, the R2 values of residues expected to be located in the LPPG detergent are also influenced by the salt concentration. This work suggests that the concentration of NaCl can affect interpretation of NMR data from membrane proteins.

• 한국구조물진단유지관리공학회 논문집
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• 제18권1호
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• pp.93-100
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• 2014

해수중 환경에서 콘크리트 구조물 내에 매립된 철근은 용존산소의 부족으로 부식이 잘 발생하지 않는다. 이 때문에 해수중 환경의 부식촉진시험은 전기화학적인 방법으로 실시되어, 실제 부식 메커니즘과 맞지 않고 장기거동과의 상관성 도출도 어려운 실정이다. 본 연구에서는 해수중 환경에서의 부식촉진시험법을 정립하기 위해 온도와 염화물농도를 주된 변수로 부식촉진시험을 실시하였다. 부식의 발생 유무는 갈바닉 전위측정법과 반전지전위법을 통한 철근부식모니터링 결과로 판단하였다. 부식촉진시험 결과 온도의 영향이 가장 지배적이라고 평가되었다. 염화물량은 시험 시편의 깊이별 염화물 농도를 측정하였다. 동일한 조건으로 FEM 내구성 해석 프로그램인 DuCOM을 통해 염화물침투 해석을 실시하여 입증하였다. 또한, 인공해수 침지 조건에 따른 용존 산소량은 실험을 통해 구했으며 이를 통해 부식촉진시험 결과의 타당성을 검증하였다.

• 건축역사연구
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• 제19권6호
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• pp.233-250
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• 2010

Jukseoru as an official pavilion of the government, one of the eight sceneries in Gwndong Area, is located on the cliff over Osipcheon River. This paper interprets form and space of the pavilion with restored old life by analyzing pictures of official party in 18th century in Chosun Dynasty. Every part of the space is occupied by persons by the class and duty: the pricipal guest, nobles, subordinates, gisaengs, court musicians, and guards from the high to the low and from the inside to the outside. Applying the analysis to the Jukseoru pavilion, the noblest lord takes sit on the platform in front of folded screen at main bay under checked ceiling, enclosed by low timber beam. The next northern end bay is a place for subordinates' and servants' waiting for preparation for rice wine. Southern end entrance bay is not a result of later addition but deliberately and originally made for lower place outside the railing of wooden floor: for a waiting woman gisaeng, and subordinates. Outside under the eaves on the platform with bedrock, artificial stone and soil is a place for court musicians, subordinates, and guards. The yard in front of the building is a place for preparing meals by cookers. Every detailed ornamental form is different each other by the place for the occupied class. Existing theory tells that the building, 7 bays gable-and-hipped roof, is a result of structural extention of 2 bays at the 5 bays gabled-roof. However, through the interpretation of old pictures and application to the pavilion, the present Juseoru is not a result of later structural addition, but deliberately designed creation suited to life in hierarchical traditional society.

• Structural Monitoring and Maintenance
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• 제2권1호
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• pp.19-34
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• 2015

One of the main causes of a limited use of nondestructive evaluation (NDE) technologies in bridge deck assessment is the speed of data collection and analysis. The paper describes development and implementation of the RABIT (Robotics Assisted Bridge Inspection Tool) for data collection using multiple NDE technologies. The system is designed to characterize three most common deterioration types in concrete bridge decks: rebar corrosion, delamination, and concrete degradation. It implements four NDE technologies: electrical resistivity (ER), impact echo (IE), ground-penetrating radar (GPR), and ultrasonic surface waves (USW) method. The technologies are used in a complementary way to enhance the interpretation. In addition, the system utilizes advanced vision to complement traditional visual inspection. Finally, the RABIT collects data at a significantly higher speed than it is done using traditional NDE equipment. The robotic system is complemented by an advanced data interpretation. The associated platform for the enhanced interpretation of condition assessment in concrete bridge decks utilizes data integration, fusion, and deterioration and defect visualization. This paper concentrates on the validation and field implementation of two NDE technologies. The first one is IE used in the delamination detection and characterization, while the second one is the USW method used in the assessment of concrete quality. The validation of performance of the two methods was conducted on a 9 m long and 3.6 m wide fabricated bridge structure with numerous artificial defects embedded in the deck.