• 한국화재소방학회논문지
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• 제32권3호
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• pp.27-34
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• 2018

본 연구는 송엽분과 질석을 주 원료로 하여 건축용 및 선박용으로 적용될 수 있는 준불연 단열복합보드를 개발하고 불연성능, 준불연성능, 보드 전체의 열관류율을 평가하였다. 가연성 물질인 송엽분과 유연바인더의 비율에 따라 보드의 화재저항성능이 결정되었으며, 가연물질이 불포함된 보드의 경우 불연성능을 확보하였다. 송엽분 6%를 첨가한 보드는 준불연 성능을 확보할 수 있었으며, 그 이상의 송엽분이 포함되거나 가연성의 바인더가 첨가될 경우 준불연 성능을 확보할 수 없는 것으로 나타났다. 또한, 글래스울과 폴리우레탄 뿜칠을 단열층으로 하고 개발된 불연/준불연 보드를 이용하여 1차 마감한 복합벽체는 200 mm 두께에서 국내법규 상의 건축물 단열기준을 상회하여 만족하는 것으로 나타났다.

• 한국지반공학회논문집
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• 제26권7호
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• pp.171-186
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• 2010

일반적으로 강성벽체에 비하여 연성벽체의 경우가 거동 mechanism이 상대적으로 복잡한 것으로 알려져 있으며 여기에다 버팀보 지지의 장지간인 경우 굴착단면 양쪽의 지반조건과 굴착공정의 차이가 부가되면 버팀보 축력변화 분석은 더욱 어렵게 된다. 시공과정에서 현장여건에 의한 과굴착이나 지보재의 설치지연, 지반조건의 변화 등이 발생 할 경우 특정 버팀보에 큰 축력이 발생하여 안전 시공을 위협하게 될 수 있다. 본 논문은 거의 유사한 지반조건, 굴착 및 지보조건을 갖는 동일현장의 약 50m 이격된 2개소의 버팀보 및 rock bolt 지지 장지간 연성벽체 깊은 굴착단면들의 시공과정에서 얻어진 계측결과인 지반변형 및 버팀보 축력변화 특성을 분석하고 2단면 계측결과의 유사성 및 차이점을 비교 고찰함으로써 향후 유사지반 및 동일공법 적용 project들의 설계, 시공과정에서 개선, 보완해야 할 사항 들을 제안하고자 한다.

• Wind and Structures
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• 제38권1호
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• pp.15-42
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• 2024

A flexible-base coupled-two-beam (CTB) discrete model with equivalent tuned mass dampers is used to assess the effect of soil-structure interaction (SSI) and different types of lateral resisting systems on the design of passive dynamic absorbers (PDAs) under the action of along-wind and across-wind loads due to vortex shedding. A total of five different PDAs are considered in this study: (1) tuned mass damper (TMD), (2) circular tuned sloshing damper (C-TSD), (3) rectangular tuned sloshing damper (R-TSD), (4) two-way liquid damper (TWLD) and (5) pendulum tuned mass damper (PTMD). By modifying the non-dimensional lateral stiffness ratio, the CTB model can consider lateral deformations varying from those of a flexural cantilever beam to those of a shear cantilever beam. The Monte Carlo simulation method was used to generate along-wind and across-wind loads correlated along the height of a real shear wall-frame building, which has similar fundamental periods of vibration and different modes of lateral deformation in the xz and yz planes, respectively. Ambient vibration tests were conducted on the building to identify its real lateral behavior and thus choose the most suitable parameters for the CTB model. Both alongwind and across-wind responses of the 144-meter-tall building were computed considering four soil types (hard rock, dense soil, stiff soil and soft soil) and a single PDA on its top, that is, 96 time-history analyses were carried out to assess the effect of SSI and lateral resisting system on the PDAs design. Based on the parametric analyses, the response significantly increases as the soil flexibility increases for both type of lateral wind loads, particularly for flexural-type deformations. The results show a great effectiveness of PDAs in controlling across-wind peak displacements and both along-wind and across-wind RMS accelerations, on the contrary, PDAs were ineffective in controlling along-wind peak displacements on all soil types and different kind of lateral deformation. Generally speaking, the maximum possible value of the PDA mass efficiency index increases as the soil flexibility increases, on the contrary, it decreases as the non-dimensional lateral stiffness ratio of the building increases; therefore, there is a significant increase of the vibration control effectiveness of PDAs for lateral flexural-type deformations on soft soils.

• 한국기계가공학회지
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• 제14권1호
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• pp.21-28
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• 2015

A Tsunami damper, which is installed on the outer wall of a nuclear power plant, is usually used as a ventilation window of the machine room, but can serve as a device for preventing flooding of the machine room when large waves flow over the outer wall. The sealing strip, which is inserted between the casing and the blades, plays an important role in maintaining a watertight environment. In this study, in order to ensure an effective watertight performance of the tsunami damper, FE analysis is conducted to compare the contact characteristics of sealing strips with three different section shapes. In the analysis, the casing and the blade of Tsunami damper are assumed to be rigid bodies; the sealing strip is assumed to be a flexible body. The stress, the strain, and the contact pressure are investigated to examine the sealing performance of each model.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1999년도 제30회 추계학술대회
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• pp.257-262
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• 1999

The economic loss arisen from the abrasion wear have been increasing at every industrial field. To reduce the economic loss we developed a new process, which is named MAHa process(Metallic Adhesives for HArdening). MAHa process is a process to weld tungsten carbide(WC) to the surface of a plain carbon steel so that it may stay longer under the severe abrasive environment. The depth of the WC layer ranges from 0.5 mm to 5 m. Compared with the conventional technology, arc-augmented welding which bonds WC on the flat surface only, MAHa process has the merits that it can make a robust WC layer on the round or wave- shaped surface also. How to turn the WC powder into a flexible mat is the key technology of the MAHa process. We invented new polymer materials to accomplish such a goal and both the MAHa process and the invented materials were applied for patents. For the application, the inner wall of elbow of Concrete Pump Truck(CPT) was maharized(MAHa process-treated) and the new WC layer on the inner wall was made successfully. The elbow was equipped to a CPT.

• Clinics in Shoulder and Elbow
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• 제13권1호
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• pp.72-78
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• 2010

목적: 견관절의 Bankart 병변에 대하여서 관절경적 수술하에서도 골경유 봉합이 가능하도록 유연성 골 천공기를 개발하였으며 이에 대한 동물 실험 및 임상 증례를 보고하는 바이다. 대상 및 방법: 유연성 천공기 세트는 유연성 천공기와 유도관으로 구성되어 있다. 유연성 천공기는 49개의 미세강선들이 단일 강선 (직경 1.2 mm)으로 꼬인 구조로 이루어져 유연성이 있으며 이러한 유연한 강선의 한 쪽 끝에는 천공기 (직경 1.2 mm)가 용접되어 있는 구조로 이루어져 있다. 유도관은 외경 3.0 mm, 내경 2.0 mm의 원통형 금속 도관으로 이루어져 있으며 한 쪽 끝은 30도 정도 굴곡되어 있다. 기기의 내구성 및 임상적 유용성을 시험하기 위하여 돼지의 견갑골 관절와에 골 천공을 실시하는 실험을 30회 이상 실시하였다. 유연성 강선 부위의 기계적 파단이나 골 천공의 실패 등은 발생하지 않았다. 일반적 견관절 관절경 술식대로 견관절의 후방 입구 및 전 상방, 전 후방 입구들을 확보한 후 관절경하에서 Bankart 병변이 확인이 되면 면도기를 이용하여 견갑와 내측면의 변연 절제를 실시하여 골 출혈을 유도한다. 이후 관절경을 전 상방 입구로 이전 시키고, 후방 입구를 통하여서 유연성 골천공기 세트의 유도 강관을 삽입하는데 유도 강관의 끝이 견갑와연에서 약 5 mm 정도 안쪽에 위치되도록 한다. 유도강관 내로 유연성 천공기를 삽입한 후 구동기를 이용하여서 견갑와의 골 천공을 실시한다. 골 천공 후에는 유연성 천공기만 유도강관에서 제거한 후에 유도 강관내로 봉합사를 삽입하여 천공된 골구로 통과시키도록 한다. 봉합 갈고리를 이용하여 관절와순에 유도봉합사를 통과시킨 후에 이 유도봉합사에 골 천공구를 통과한 봉합사를 끼워서 관절완순을 통과하도록 한 후 활주 결찰을 실시하여 골 관통 봉합을 이루도록 한다. 동일한 방식으로 견갑와의 2시, 4시 방향에 골 천공을 시행하여 견갑와순의 봉합을 실시한다. 결과: 외상성 견관절 탈구 환자 5예에서 유연성 골 천공기를 이용한 Bankart 병변의 봉합을 실시하였다. 수술 도중 또는 수술후의 신경이나 혈관 손상 등의 문제점이나 합병증 등은 발생하지 않았으며 기기 자체의 문제들도 발생하지 않았다. 평균 6개월간의 추시 결과 상에서는 재탈구 등의 증상은 나타나지 않았다. 결론: 유연성 골 천공기를 사용한 Bankart 병변의 봉합시 관절경적 수술이면서도 골 관통식 봉합이 가능하여 관절와순의 부착면적의 증대 효과 뿐 아니라 손쉬운 활주 결찰이 이루어 질 수 있음을 보여주었다.

• 한국구조물진단유지관리공학회 논문집
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• 제13권3호통권55호
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• pp.209-216
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• 2009

비내진상세 골조는 낮은 횡저항성을 가지고 있어 큰 변형을 경험하게 되는 반면, 벽체는 높은 강성으로 인해 낮은 변형에서도 전단에 의해 파괴된다. 따라서 이러한 골조와 벽체가 동시에 거동할 경우 발생하는 거동 특성은 개개 부재에서의 거동특성과 매우 다르게 된다. 본 연구에서는 끼움벽에 노치를 둘 경우 내진거동특성을 평가하고자 배근상세를 변수로 하였다. 이 때 노치로 인해 벽체 중앙부에 손상이 집중되는 것을 방지하기 위하여 변형경화형 시멘트 복합체(SHCC)를 사용하였다. 실험결과, SHCC 끼움벽은 다수의 미세균열을 형성하였으나, 대각보강근을 갖는 PIW-ND 실험체가 PIW-NC 실험체에 비해 낮은 변형능력, 강성 및 에너지소산능력을 보였다.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2005년도 추계학술대회 논문집
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• pp.167-170
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• 2005

This study aims to develop a detachable 'Infill Components' applicable to open housing. Recently, the need for innovative housing methods is increasing because of the environmental preservation issues and the need for favorable housing stock resulting from the increased housing supply ratio. In order to maintain favorable housing stock, there has to has a to be a shift from typical plans and construction methods for mass production to those with some identity, which may satisfy various needs of dwellers. In this light, the Ramen structure has become popular owing to the growth of remodelling market, and construction companies tend to adopt flexible type multi-family housings to increase sales by appealing to their customers. However, there are few domestic studies on the Infill components for the change of structure. As a result, further studies may have to be based on the case study. The purpose of this research is to provide fundamentals for the development of infill components corresponding to the structural change, especially for the development of partition walls that can be easily moved by dwellers. By reviewing problem of construction, arrangement of the movable partition wall system and door system which has within wring in the first Experimental Open Housing in Korea at KICT(KOHP21), this research provides the fundamentals for developing a movable partition wall acceptable to the dwellers who may want to remodel the interior to meet the needs of themselves.

• Earthquakes and Structures
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• 제26권6호
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• pp.417-431
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• 2024

The fundamental period of vibration is one of the most critical parameters in the analysis and design of structures, as it depends on the distribution of stiffness and mass within the structure. Therefore, building codes propose empirical equations based on the observed periods of actual buildings during seismic events and ambient vibration tests. However, despite the fact that infill walls increase the stiffness and mass of the structure, causing significant changes in the fundamental period, most of these equations do not account for the presence of infills walls in the structure. Typically, these equations are dependent on both the structural system type and building height. The different values between the empirical and analytical periods are due to the elimination of non-structural effects in the analytical methods. Therefore, the presence of non-structural elements, such as infill panels, should be carefully considered. Another critical factor influencing the fundamental period is the effect of Soil-Structure Interaction (SSI). Most seismic building design codes generally consider SSI to be beneficial to the structural system under seismic loading, as it increases the fundamental period and leads to higher damping of the system. Recent case studies and postseismic observations suggest that SSI can have detrimental effects, and neglecting its impact could lead to unsafe design, especially for structures located on soft soil. The current research focuses on investigating the effect of infill panels on the fundamental period of moment-resisting and eccentrically braced steel frames while considering the influence of soil-structure interaction. To achieve this, the effects of building height, infill wall stiffness, infill openings and soil structure interactions were studied using 3, 6, 9, 12, 15 and 18-story 3-D frames. These frames were modeled and analyzed using SeismoStruct software. The calculated values of the fundamental period were then compared with those obtained from the proposed equation in the seismic code. The results indicate that changing the number of stories and the soil type significantly affects the fundamental period of structures. Moreover, as the percentage of infill openings increases, the fundamental period of the structure increases almost linearly. Additionally, soil-structure interaction strongly affects the fundamental periods of structures, especially for more flexible soils. This effect is more pronounced when the infill wall stiffness is higher. In conclusion, new equations are proposed for predicting the fundamental periods of Moment Resisting Frame (MRF) and Eccentrically Braced Frame (EBF) buildings. These equations are functions of various parameters, including building height, modulus of elasticity, infill wall thickness, infill wall percentage, and soil types.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2006년도 추계학술발표대회 논문집
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• pp.480-483
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• 2006

The purpose of this study was to examine the spatial composition and characteristics of model houses that have recently opened in Pangyone ara. Site visit and content analysis were adopted in this study. and the studied model houses developed by nine housing were of particular interest. The major findings indicated that convenience and safety through high tech-related features, environmentally friendly features in response to the growing attention of consumers to indoor air quality, aesthetic building facade and its various floor plan, and a wide range of consumers choice for interior finishes and materials. The new trends provides a flexible wall which makes it possible to manipulate the number of rooms according to the family preference.