• Wind and Structures
• /
• 제10권4호
• /
• pp.301-314
• /
• 2007

The lever-type active multiple tuned mass dampers (LT-AMTMD), consisting of several lever-type active tuned mass dampers (LT-ATMD), is proposed in this paper to attenuate the vibrations of long-span bridges under the excitation directly acting on the structure, rather than through the base. With resorting to the derived analytical-expressions for the dynamic magnification factors of the LT-AMTMD structure system, the performance assessment then is conducted on the LT-AMTMD with the identical stiffness and damping coefficient but unequal mass. Numerical results indicate that the LT-AMTMD with the actuator set at the mass block can provide better effectiveness in reducing the vibrations of long-span bridges compared to the LT-AMTMD with the actuator set at other locations. An appealing feature of the LT-AMTMD with the actuator set at the mass block is that the static stretching of the spring may be freely adjusted in accordance with the practical requirements through changing the location of the support within the viable range while maintaining the same performance (including the same stroke displacement). Likewise, it is shown that the LT-AMTMD with the actuator set at the mass block can further ameliorate the performance of the lever-type multiple tuned mass dampers (LT-MTMD) and has higher effectiveness than a single lever-type active tuned mass damper (LT-ATMD). Therefore, the LT-AMTMD with the actuator set at the mass block may be a better means of suppressing the vibrations of long-span bridges with the consequence of not requiring the large static stretching of the spring and possessing a desirable robustness.

• The Korean Journal of Pain
• /
• 제7권1호
• /
• pp.113-115
• /
• 1994

통증치료를 목적으로 통증치료실에서 경막외 카테타 거치술의 빈도가 증가하고 있으며 현재 지속적 경막외 차단은 통증치료실에서 가장 필수적인 치료수단으로 알려져 있다. 암성통증, 대상포진, 혈관폐쇄성질환, 요하지통 등 여러가지 질환에 따라 수일에서 수개월간 경막외 카테터를 거치하여 치료하고 있다. 합병증으로 장기간의 경막외 카테터 유치로 인한 경막외 감염의 가능성이 항상 존재하고 있고 경막외 농양 동의 경막외 감염중이 드물게 발생하며 세균성 뇌막염의 발생은 매우 희귀하다고 한다. 본원에서는 당뇨병환자로서 우하지의 당뇨병성 말초 신경염으로 인한 통증의 치료를 위해 시술한 지속적 경막외 차단 도중 발생한 세균성 뇌막염을 1예 경험하였으며 이와 같은 합병증을 예방하기 위하여 경막외 천자시, 경막외 카테터 거치후에 지속적인 카테터 관리와 약물주입시 무균조작의 중요성을 절감하여 문헌적 고찰과 함께 보고하는 바이다.

• Asian Spine Journal
• /
• 제12권6호
• /
• pp.1092-1099
• /
• 2018

Study Design: In-vitro biomechanical investigation. Purpose: To evaluate the biomechanical effects of the degeneration of the biodegradable cervical plates developed for anterior cervical discectomy and fusion (ACDF) on fusion and adjacent levels. Overview of Literature: Biodegradable implants have been recently introduced for cervical spine surgery. However, their effectiveness and safety remains unclear. Methods: A linear three-dimensional finite element (FE) model of the lower cervical spine, comprising the C4-C6 vertebrae was developed using computed tomography images of a 46-year-old woman. The model was validated by comparison with previous reports. Four models of ACDF were analyzed and compared: (1) a titanium plate and bone block (Tita), (2) strong biodegradable plate and bone block (PLA-4G) that represents the early state of the biodegradable plate with full strength, (3) weak biodegradable plate and bone block (PLA-1G) that represents the late state of the biodegradable plate with decreased strength, and (4) stand-alone bone block (Bloc). FE analysis was performed to investigate the relative motion and intervertebral disc stress at the surgical (C5-C6 segment) and adjacent (C4-C5 segment) levels. Results: The Tita and PLA-4G models were superior to the other models in terms of higher segment stiffness, smaller relative motion, and lower bone stress at the surgical level. However, the maximal von Mises stress at the intervertebral disc at the adjacent level was significantly higher in the Tita and PLA-4G models than in the other models. The relative motion at the adjacent level was significantly lower in the PLA-1G and Bloc models than in the other models. Conclusions: The use of biodegradable plates will enhance spinal fusion in the initial stronger period and prevent adjacent segment degeneration in the later, weaker period.

• 한국전기전자재료학회논문지
• /
• 제28권2호
• /
• pp.126-130
• /
• 2015

In this study, some materials are organized and experimented with variables to obtain the optimum mix proportion for the mechanical property of halogen free flame resistance compound with varying addition of nano clay. Tensile strength, density and stiffness are tested in the room temperature. In this study, unlike existing layered structure, nano clay with tabular structure is used and sufficient stiffness, strength, thermal stability and gas block capability can be achieved with small amount of addition. Tensile strength and elongation test show high rupture strength only in specimens with compatibilizing agents while density test shows average measurement in all the specimens except T-9. It was confirmed that the measurement value according to the additives in compatibilizing agent or in nano clay of hardness test represents similarly.

• Journal of Advanced Research in Ocean Engineering
• /
• 제1권3호
• /
• pp.148-156
• /
• 2015

Deck plates of ships or offshore structures would make out-of-plane distortion for their thin thickness. These distortions are usually straightened by thermal straightening such as flame heating method. After thermal straightening, the blocks are lifted and moved by cranes to assemble it at dry-dock stage. After this lifting process, out-of-plane deformation again happens frequently. And then, they continuously cause quality and accuracy problems in the final dry-dock process. So, it takes more time for repair and correction working. According to preceding research, the lifting process by cranes would offset the effect on thermal straightening. The target of this study is to develop a methodology analyzing the remaining efficiency of thermal straightening after block lifting. The development was based on the assumption of yield state at straightening region. Therefore the remaining efficiency was obtained by different stiffness slope while lifting & relieving. The efficiency formula was designed using inherent strain, and we made a table of zero-efficiency by cooling speed and class rule's steels. As a result, if the stress orthogonal to straightened line is calculated during lifting analysis by FEA, the efficiency can be obtained linearly to the values in the table. Finally, even optimized carling position can be designed by considering the regional data from series project and welding region on deck.

• Composites Research
• /
• 제13권2호
• /
• pp.1-7
• /
• 2000

일방향 복합재료의 기계적 특성값을 비파괴적으로 얻기 위하여 초음파를 이용한 새로운 시험 방법을 제안하였다. 제안된 접촉식 시험 방법에서, 파속도를 측정하기 위하여 종파용 탐촉자만이 through-transmission 방식으로 사용되었다. 알루미늄 쐐기와 알루미늄 직육면체 형태의 보조적인 매질이 시편의 양쪽에 부착되었다. 경사 입사된 종파는 쐐기에서 시편으로 전파되며, 입사된 파는 시편과 두 개의 매질의 경계면에서 연속적으로 모드 변환된다. 마지막 매질에서 종파로 모드 변환된 파속도를 측정함으로써 시편의 기계적 특성값을 결정하는데 필요한 모든 정보를 얻게된다. 이 과정에서 전단 강성 계수를 얻기 위해, 수신된 종파로부터 간접적으로 횡파의 속도를 측정하였다. 본 연구에는 재료의 이방성이 파에 미치는 영향 또한 고려되었다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
• /
• pp.102-103
• /
• 2014

Due to the nature of the existing load, the criteria of assessing the intensity of the lightweight wall's impact resistance has been though of as obscure. The current study, therefore, focuses on the standardized assessment of the impact resistance to the force of the large soft body applying to the lightweight wall. The gypsum board wall showed a low level of the maximum residual displacement. It is, however, required to be careful about the selection of the finishing process since the high level of the maximum displacement is likely to cause harm to finishing materials. Unlike the gypsum board, the ALC block wall displayed a considerable rigidity while showing almost no maximum residual displacement. Even with the low level of the maximum displacement due to the stiffness, the ALC block wall is still likely to be affected by the vibration derived from any impact on the surface, which demands a need for additional study. The future experimental study, accordingly, will focus on the impact of the vibration on finishing materials, consequently leading to the accurate prediction of the possibility of potential damage to the lightweight wall caused by the large soft body.

• Journal of Welding and Joining
• /
• 제34권2호
• /
• pp.11-15
• /
• 2016

FE analyses for weldment of ship structure are required for various reasons such as stress concentration for bead tow, residual stress and distortion after welding, and hydrogen diffusion for prediction of low temperature crack. These analyses should be done by solid element modeling, but most of ship structures are modeled by shell element. If we are able to make solid element in the shell element FE modeling it is easily to solve the requirement for solid elements in weld analysis of large ship structures. As the nodes of solid element cannot take moments from nodes of shell element, these two kinds of element cannot be used in one model by conventional modeling. The PSCM (Perpendicular shell coupling method) can connect shell to solid. This method uses dummy perpendicular shell element for transferring moment from shell to solid. The target of this study is to develop a FE pre-processing system applicable at welding at ship structure by using PSCM. We also suggested glue-contact technique for controlling element numbers and element qualities and applied it between PSCM and solid element in automatic pre-processing system. The FE weldment modeling through developed pre-processing system will have rational stiffness of adjacent regions. Then FE results can be more reliable when turn-over of ship-block with semi-welded state or ECA (Engineering critical assessment) of weldment in a ship-block are analyzed.

• 국제초고층학회논문집
• /
• 제11권3호
• /
• pp.157-170
• /
• 2022

This paper explains about structural planning and structural design of the high-rise building in Toranomon-Azabudai Project (A Block) which is now under construction. The building is about 330 meters high, has 4.2 aspect ratio, and the outline of the building has shallow curve. We adopted seismic response control structure. The building is a steel rigid frame structure with braces, and it has enough stiffness to obtain its primary natural period to be less than about seven seconds, in consideration of wind response, seismic response and inhabitability for the wind shaking. In terms of business continuity plan, the building has a high seismic performance; value of story drift angle shall be 1/150 or less and members of the building remain almost undamaged while or after a large earthquake. Active mass dumper shall be installed at the top of the building to improve inhabitability while strong wind is blowing.

• 대한토목학회논문집
• /
• 제14권2호
• /
• pp.291-298
• /
• 1994

본(本) 논문(論文)에서는 구속(拘束)된 ? 비틂상태에 있는 비대칭(非對稱) 단면형상(斷面形狀)에 제한(制限)이 없는 박벽(薄壁) 단면(斷面)보의 유한요소해석(有限要素解析)을 위한 새로운 탄성강도(彈性强度) 매트릭스를 제안(提案)한다. 유도(誘導)된 요소(要素)는 휨과 ? 비틂에 의한 영향(影響)을 고려(考慮)한다. 순수 비틂 강성(剛性)의 임의적인 첨가(添加)를 제거하기 위하여 본(本) 연구(硏究)의 $C^0$ 유한요소(有限要素)에서는 직각좌표계(座標系)에 근거한 가상(假想)일을 사용하였다. 유도(誘導)된 블럭 매트릭스의 효율성(效率性)에 대하여 비교분석(比較分析)한다. 또한 두개의 다른 기준시스템의 변환(變換) 매트릭스를 소개(紹介)한다. 제시(提示)한 블럭 매트릭스를 검증(檢證)하기 위하여, 수치예제(數値例題)들을 통하여 본(本) 연구(硏究)에 대한 결과(結果)와 엄밀해(嚴密解) 또는 다른 연구자의 결과(結果)들과 비교검토(比較檢討)한다.