• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1992년도 가을 학술발표회 논문집
• /
• pp.133-138
• /
• 1992

The three dimensional analysis of Framed-Tube structures is neither easy nor efficient because of longer computational time, large memory requirement, tedious input preparation and bulky output. An efficient analysis model for framed-tube structure is proposed in this study. The proposed model can save the computational effort by using the assumption of the rigid floor diaphragm effect and matrix condensation technique. Moreover, it is develpoed by assembling two dimensional frames using the link degrees of freedom which are temporary used to satisfy the vertical displacement compatibility at the corners of a framed-tube. The accuracy and the efficiency of this analytical model is established by comparing with the results using the computer code SAPIV which is based on the three dimensional finite element model.

• 국제초고층학회논문집
• /
• 제4권3호
• /
• pp.199-207
• /
• 2015

Abeno Harukas is the tallest building in Japan and is located in Abeno, which is one of the three main railway transport nodes in Osaka. This building has a height of 300 meters, and its lowest levels are 30 meters below ground. It contains a department store, museum, offices, a hotel, and an observatory. In this urban renewal project, a section of the department store that encloses the station was dismantled and replaced by a supertall building complex, while infrastructure was simultaneously constructed, including: upgrades to the station and the existing department store, improved connections to the subway and pedestrian bridges, and a new pedestrian walkway over the road. In this paper, the ingenious erection processes, newly developed technologies, and precise construction management techniques are introduced for Japan's tallest building.

• 대한기계학회논문집
• /
• 제16권4호
• /
• pp.684-695
• /
• 1992

본 연구에서는 3차원 형상의 금형에 의한 박판금속 성형 공정을 에너지법으로 해석함에 있어 스윕곡면(SWeep surface)을 통해 기하학적 형상을 효과적으로 표현하는 방법을 제안하고, 이를 직사각형 격막의 정수압벌징의 해석에 으용하여 이에 의한 결 과를 이미 보고된 자료와 비교함으로써 일반적인 박판 성형공정을 해석하는데 본 이론 의 적용 가능성에 대하여 논의하고자 한다.

• 한국강구조학회 논문집
• /
• 제9권4호통권33호
• /
• pp.501-513
• /
• 1997

뒴비틀림 효과를 고려한 곡선보의 일반적 거동은 Vlasov에 의해 제시된 미분 방정식으로 표시된다. 곡선 격자형교의 최대 전단력, 최대 휨 모멘트, 최대 순수비틀림 모멘트, 최대 뒴비틀림 모멘트, 최대 바이모멘트를 계산하기 위하여 곡선 격자형교에 작용하는 활하중의 재하위치를 찾는 것이 중요하고 영향선을 이용하여 쉽게 계산할 수 있다. 본 연구는 곡선격자교의 구조적 거동을 해석하기 위해서 곡선보는 Vlasov에 의해 제시된 곡선부재의 뒴비틀림효과를 고려한 거동에 관한 기초 미분 방정식으로 유한차분법을 도입하였고, 격벽(Diaphragm)을 보의 상대적 변위의 항으로 나타내기 위해서 강성도법을 도입하여 각각 정식화시켰고 이를 이용하여 단위 수직하중 및 단위 비틀림 모벤트에 의한 I-형 곡선격자교의 전단력, 휨 모멘트, 순수비틀림 모멘트, 뒴비틀림 모멘트, 바이모멘트의 영향선을 구하였다.

• 한국지반신소재학회논문집
• /
• 제21권3호
• /
• pp.11-19
• /
• 2022

최근 도시화 및 경제 성장에 따라 기피시설로 인식되는 소각장, 매립지와 같은 지상 환경 기초 시설의 지하화에 대한 요구가 증대하고 있다. 대규모 지하 복합플랜트 건설을 위해서는 다양한 지반 조건 및 하중 조건에 따른 안정성 검토가 필요하다. 본 논문에서는 유한요소해석(FEM)을 활용하여 지하 대공간 상부하중과 수평토압을 고려한 지하연속벽체 건설 공정에 따른 수평, 연직 변위 및 응력 발생 경향을 분석하였다. 다양한 조건의 해석 결과를 바탕으로 지하 복합플랜트 상세설계 및 시공단계에서 고려해야 할 요소들을 검토하고, 지하 대공간 건설을 위한 설계인자(중간벽체 설치 유무, 사전 보강 영역 등)에 관한 시사점을 도출하였다.

• 한국강구조학회 논문집
• /
• 제21권6호
• /
• pp.575-583
• /
• 2009

최근 건물이 고층화 됨에 따라 건물의 중량감소와 시공의 효율성 확보를 위해 기존 S, RC, SRC 이외에 새로운 구조시스템이 적용되고 있으며, 그중에서도 CFT 구조는 우수한 구조성능과 시공성으로 많은 건설현장에 적용되어 왔다. CFT 구조는 접합부 구성시 보 플랜지 하중을 기둥과 반대편 보에 원활히 전달하기 위한 다이아그램이 필요하며 특히 기둥 좌우에 춤이 다른 보가 접합될 때 보의 하부 플랜지 하중전달을 위한 다이아프램 구성과 콘크리트 충전성 확보에 어려움이 있었다. 본 연구에서는 하부 보 플랜지 하중을 기둥에 원활히 전달하기 위해 CFT 기둥 내부에 유공판을 세로로 접합하는 형식의 접합상세를 제안하였다. 이 접합형식은 CFT 기둥 내부에 콘크리트가 충전될 때 콘크리트가 내부 유공판의 구멍을 관통하여 채워짐으로써 보 플랜지 하중전달에 콘크리트의 앵커효과를 이용하는 방법이며 유공판이 수직으로 설치됨으로써 콘크리트 충전성도 향상시킬 수 있다. 제안된 접합부의 구조거동분석을 위해서 내부유공판의 설치방향, 콘크리트의 충전 유/무, 내부유공판의 두께, 전단구멍의 개수등을 변수로하여 5개의 실험체를 제작하고 실험체의 실험적연구를 진행하였다.

• Journal of Chest Surgery
• /
• 제50권4호
• /
• pp.308-311
• /
• 2017

A 71-year-old man was referred for an anterior chest wall mass. Chest computed tomography (CT) and positron emission tomography-CT suggested a malignant tumor. Surgical biopsy through a vertical subxiphoid incision revealed an extra-gastrointestinal stromal tumor (EGIST). En bloc resection of the tumor, including partial resection of the sternum, costal cartilage, pericardium, diaphragm, and peritoneum, was performed. Pathologic evaluation revealed a negative resection margin and confirmed the tumor as an EGIST. On postoperative day 17, the patient was discharged without any complications. At the 2-week follow-up, the patient was doing well and was asymptomatic.

• ETRI Journal
• /
• 제31권6호
• /
• pp.680-687
• /
• 2009

This paper reports on an improved piezoelectric microspeaker with a high sound pressure level of 90 dB, a total harmonic distortion of less than 15%, and coherence higher than 0.9. The fabricated Pb(Zr,Ti)$O_3$ (PZT) microspeakers have a thickness of only 1 mm including the speaker frame and an active area of 18 mm${\times}$20 mm. To achieve higher sound pressure and lower distortion, the PZT piezoelectric microspeaker has a well-designed speaker frame and a piezoelectric diaphragm consisting of a tilted PZT membrane and silicone buffer layer. From the simulation and measurement results, we confirmed that the silicon buffer layer can lower the first resonant frequency, which enhances the microspeaker's sound pressure at a low frequency range and can also reduce useless distortion generated by the harmonics. The fabricated PZT piezoelectric microspeakers are implemented on a multichannel speaker array system for personal acoustical space generation. The output sound pressure at a 30 cm distance away from the center of the speaker line array is 15 dB higher than the sound pressure at the neighboring region 30 degrees from the vertical axis.

• Steel and Composite Structures
• /
• 제36권4호
• /
• pp.447-462
• /
• 2020

The paper aims to investigate the mechanical mechanism and seismic effect of stiffeners in blind bolt endplate connection to CFST column. A precise 3D finite element model with considering the cyclic properties of concrete and steel materials was established, and the efficiency was validated through monotonic and cyclic test data. The deforming pattern and the seismic performance of the unstiffened and stiffened blind bolt endplate connections were investigated. Then a parametric analysis was conducted to analyze the contribution of stiffeners and the joint working behaviors with endplate under cyclic load. The joint stiffness classifications were compared and a supplement stiffness classification method was proposed, and the energy dissipation ability of different class connections were compared and discussed. Results indicated that the main deformation pattern of unstiffened blind bolt endplate connections was the local bending of end plate. The vertical stiffeners can effectively alleviate the local bending deformation of end plate. And influence of stiffeners in thin endplate and thick endplate was different. Based on the stiffness of external diaphragm welded connection, a more detailed rigidity classification was proposed which included the pin, semi-rigid, quasi-rigid and rigid connection. Beam was the main energy dissipation source for rigid connection. For the semi-rigid and quasi-rigid connection, the extended endplate, stiffeners and steel beam would all participate in the energy dissipation.

• Journal of Biosystems Engineering
• /
• 제36권1호
• /
• pp.15-22
• /
• 2011

An experimental variable rate nursery sprayer was developed to adjust application rates for canopy volume in real time. The sprayer consisted of two vertical booms integrated with ultrasonic sensors, and variable rate nozzles coupled with pulse width modulation (PMW) based solenoid valves. A custom-designed microcontroller instructed the sensors to detect canopy size and occurrence and then controlled nozzles to achieve variable application rates. A spray delivery system, which consisted of diaphragm pump, pressure regulator and 4-cycle gasoline engine, offered the spray discharge function. Spray delay time, time adjustment in spray trigger for the leading distance of the sensor, was measured with a high-speed camera, and it was from 50 to 140 ms earlier than the desired time (398 ms) at 3.2 km/h under indoor conditions. Consequently, the sprayer triggered 4.5 to 12.5 cm prior to detected targets. Duty cycles of the sprayer were from 20 to 34 ms for senor-to-canopy (STC) distance from 0.30 to 0.76 m. Outdoor test confirmed that the nozzles were triggered from 290 to 380 ms after detecting tree canopy at 3.2 km/h. The spray rate of the new sprayer was 58.4 to 85.2% of the constant application rate (935 L/ha). Spray coverage was collected at four areas of evergreen canopy by water sensitive papers (WSP), and ranged from 1.9 to 41.1% and 1.8 to 34.7% for variable and constant rate applications, respectively. One WSP area had significant (P < 0.05) difference in mean spray coverage between two application conditions.