• 한국안전학회지
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• 제11권2호
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• pp.42-51
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• 1996

Taper roller bearing is used on rotating shaft where radial and thrust loads are attended. To avoid the sudden failure and maintain the good condition of rotating machinery it is necessary to monitor the condition of bearing and diagnose the defect of bearing. In this study the diagnosis program of taper roller bearing which is used on the lower bearing of V.A.W.T. (Vertical Axis Wind Turbine) is developed. By plenty of test the database is constructed and by Gaussian distribution obtained from database the defect probability of bearing is calculated.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 추계학술대회논문집
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• pp.276-281
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• 2000

As the construction of the high-rise building increases worldwide, the effort has been exerted to improve the safety and serviceability if the structure against various types of external dynamic loads such as wind load, seismic load, etc. The mass damper, defined as dynamic absorber in mechanical engineering is known one of the effective methods to control the vibration of flexible large structures. The hybrid mass damper, HMD is known as the most appropriate type of the mass dampers. In this paper, the control force was designed for HMD by numerical simulations and the performance of HMD to control the flexible vibration of the steel tower induced by sinusoidal force excitation was evaluated, also TMD was designed for a 1-DOF lumped mass model.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 추계학술대회논문집
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• pp.268-275
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• 2000

A hybrid mass damper that combines a tuned mass damper and an actuator has been recognized to be one of the most promising devices for vibration control of a tall building subjected to dynamic loads such as wind and earthquake. In this paper, in order to reduce vibration levels of a 5-story test structure, a hybrid mass damper using AC-servomotor was designed and developed. And control performances using HMD and TMD under random and earthquake excitations are compared through experimental test. It is confirmed that it is more effective to reduce the vibration levels of the test structure using HMD especially for earthquake excitation.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.66.1-66
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• 2001

As choosing proper length of boom of container crane according as sort of vessels(18, 22, 24 columns and so on), reinforcing of capacity of DC motor to transport heavy loads, it´s structure being oversized with flexibility and durability, the study is progressing on the automation for convenient operation and effective control. We often cannot but work slowly caused by swaying(pitching, rolling) of vessel. We can get productivity and efficiency by getting over it. The factors of swaying, as fellow; - wave caused by vessels around moving - wind and wave caused by weather change - vessel´s moving by change of load weight - tide - move of vessel According to ...

• 국제초고층학회논문집
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• 제9권4호
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• pp.377-386
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• 2020

Beginning a few decades ago, Baku, the capital city of Azerbaijan, has experienced a dramatic construction boom that is revitalizing its skyline. The expansive growth looks to uphold the historic past of Baku as a focal point within the Caspian Sea Region while also evoking aspirations for a city of the future. With superstructure complete and interiors progressing, the Ministry of Taxation (MOT) tower is the latest addition to the city, with its stacked cubes twisting above a multi-level podium at the base. Each cube is separated by column-free green roof terraces, creating unique parametric reveals of the developing surroundings. Aside from MOT's stunning shape, its geolocation resulted in unusually high wind loads coupled with high seismic hazards for a tower of its height. In addition, limitations on possible structural systems required stepping away from a typical prescriptive code-based approach into one that utilized Performance-Based Design (PBD) methods. This paper presents the numerous structural challenges and innovations that allowed the design of a new icon to be realized.

• Architectural research
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• 제24권2호
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• pp.53-61
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• 2022

Irregularities in the structure are crucial factors in screening structural vulnerability under extreme loadings. Numerical analyses were carried out considering wind and seismic loadings for four structures with discrete irregularity: continuous and discontinuous beams with varied story levels, and L-shaped irregular buildings. Structural responses such as maximum displacements, bending moments, axial forces, torsions, and story drifts are evaluated as per the criteria and limits defined by ACI 318. The outcomes indicate that the frame system with beam discontinuity on the upper half of the height exhibits the best structural performance. The results also indicate that the asymmetrical design of the L-shaped model makes it more susceptible to damage when subjected to strong lateral loading conditions.

• 국제초고층학회논문집
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• 제12권4호
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• pp.307-320
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• 2023

Tall buildings are built with an abundant amount of materials, including structural materials, coming from our limited natural resources. Tall buildings that began from about 10-story tall office towers have evolved to over 150-story tall mixed-use megastructures. As a building becomes taller, structural material requirement to resist lateral wind loads becomes exponentially larger. Therefore, it is crucial to employ efficient structural systems and optimize their design, which will contribute to sustainable vertical built environments through preservation of resources. Tube type structures with large perimeter diagonals are among the most efficient structural systems for tall buildings. Developments of braced tube, braced megatube, diagrid structures, and their optimal design strategies are reviewed. Superframed conjoined towers, produced by interconnecting multiple clustered braced tubes, are presented as a new design direction to achieve not only structural but also architectural and social sustainable design goals.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2008년도 추계학술발표대회 논문집
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• pp.202-207
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• 2008

Measures for coping with energy shortage are being sought all over the world. Following such a phenomenon, effort to use less energy in the design of buildings and equipment are being conducted. In particular, a program to evaluate the performance of a building comes into the spotlight. However. indispensable standard wether data to estimate the exact energy consumption of a building is currently unprepared. Thus, after appling standard weather data for four weather factors which were used in previous researches to Visual DOE 4.0, we compared it with the result of the existing data and evaluated them. For the monthly cooling and heating load of our target building, we used revised data for June, July, August, and September during which cooling load is applied. When not the existing data but the revised data was used, the research shows that an average of 14.9% increased in June, August, and September except for July. Also, in a case of heating load, the result by the revised data shows a reduction of an average of 11.9% from October to April during which heating load is applied. In particular, the heating loads of all months for which the revised data was used were more low than those of the existing data. In the maximum cooling and heating load according to load factors, the loads by residents and illumination for which the revised data was used were the same as those of the existing data, but the maximum cooling loads used by the two data have a difference in structures such as walls and roofs. Through the above results, the research cannot clearly grasp which weather data influences the cooling and heating load of a building. However, in the maximum loads by the change of weather data in four factors (dry-bulb temperature, web-bulb temperature, cloud amount, and wind speed) among 14 weather factors, the research shows that 5.95% in cooling load and 27.56% in heating load increased, and these results cannot be ignored. In order to make weather data for Performing energy performance evaluation for future buildings, the flow of weather data for the Present and past should be obviously grasped.

• 한국지반공학회논문집
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• 제32권4호
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• pp.41-49
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• 2016

해상구조물을 지지하는 말뚝기초는 바람, 조류, 파랑 등의 영향으로 횡방향 반복하중을 지배적으로 받는다. 본 연구에서는 횡방향 반복하중이 말뚝의 횡방향 극한지지력에 미치는 영향을 평가하기 위하여, 서로 다른 세 가지 상대밀도(40%, 70%, 90%)로 조성된 모래지반에서 모형말뚝시험을 수행하였다. 상대밀도 40%로 조성 된 모래지반에서는 횡방향 반복재하 시 말뚝 주변 지반이 조밀해짐에 따라 횡방향 극한지지력이 증가하였다. 반면, 상대밀도 70%와 90%로 조성 된 모래지반에서는 횡방향 반복재하 시 말뚝 주변 지반의 교란효과로 인하여 횡방향 극한지지력이 감소하였다. 이러한 횡방향 극한지지력의 증가 및 감소효과는 횡방향 반복하중의 크기가 커질수록 더욱 명확하게 나타났으며, 모래지반의 포화 여부에는 큰 영향을 받지 않았다. 모형시험 결과를 활용하여 모래지반의 상대밀도, 횡방향 반복하중의 크기에 따른 말뚝의 횡방향 극한지지력 산정 식을 제안하였고, 이를 횡방향 반복하중을 지배적으로 받는 말뚝의 설계 시 활용 가능하도록 하였다.

• 대한토목학회논문집
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• 제33권6호
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• pp.2401-2409
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• 2013

응답면 기법(RSM)을 이용하여 해상풍력(OWT) 모노파일에 대한 신뢰성 해석을 수행하였다. 모노파일은 해수면으로부터 15m 깊이에 설치되고 사질토에 근입되는 조건으로 고려하였다. 풍하중 및 파랑하중과 같은 해양환경하중이 작용하는 OWT 모노파일에 대한 신뢰성 해석은 KIOST에서 개발된 신뢰성 해석프로그램인 HSRBD를 이용하였다. OWT 모노파일(직경 6m)의 설계변수에 대한 민감도 분석을 수행한 결과 파일직경이 증가할수록 파일두부에서의 수평변위 및 회전각에 대한 파괴확률은 감소하나 직경이 7m 이상이 되는 경우 파괴확률의 감소율은 작아져 거의 일정해지는 것으로 나타났다. 한편, 국내기준 가운데 파일직경의 1%를 허용수평변위(60mm)로 적용하는 경우 파일의 파괴확률은 1.5%이나 최소기준인 15mm로 고려하는 경우 파괴확률은 60%로 큰 차이가 발생하므로 이에 대한 적절한 설계기준의 정립이 요구된다. 마지막으로 OWT 모노파일의 다양한 설계변수 가운데 기초지반(사질토)에 대한 내부마찰각의 불확실성이 큰 경우 이것이 파일거동에 가장 큰 영향을 미치는 것으로 분석되었으며, 민감도 분석결과는 최적설계와 파괴확률 감소를 위해 어떠한 절차가 필요한지를 보여준다.