• 한국전산구조공학회논문집
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• 제25권3호
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• pp.259-266
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• 2012

본 논문에서는 벽식 구조시스템의 일부 전단벽을 제거하여 공간의 가변성을 높인 무량복합 구조시스템의 내진성능을 ATC-63에 제시되어 있는 절차에 따라 파악하였으며, 동일한 규모의 벽식 구조시스템의 내진성능과 비교하였다. 해석모델로 12층 무량복합 및 벽식 구조시스템을 KBC 2009에 따라 설계하고 비선형 정적 및 비선형 증분 동적해석(IDA)을 수행하여 지진응답 및 붕괴거동을 파악하였다. 무량복합 시스템은 벽식 구조시스템 보다 적은 양의 콘크리트 물량으로 설계되었으며, 동일한 지진하중에 대하여 좀 더 큰 변위응답을 보이는 것으로 나타났다. IDA 해석결과 얻어진 붕괴 여유비(CMR)는 ATC-63에 제시된 한계상태를 만족하여 설계지진하중에 대하여 충분한 내진성능을 보유한 것으로 나타났다.

• 한국지반신소재학회논문집
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• 제3권1호
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• pp.3-15
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• 2004

1990년대 후반부터는 시공의 간편성과 유연한 벽면 형상이 가능한 블럭식 보강토 옹벽의 시공사례가 급격히 증가하고 있는 추세이다. 그러나, 기존의 연구자료와 비교해 볼 때 블럭의 형태, 보강재, 보강재와 블록의 연결형태, 뒤채움재에 따라 상이한 거동을 할 개연성이 있다. 따라서, 이 연구는 블럭식 보강토 옹벽의 거동을 수평 수직 토압계, 경사계, 침하판, 스트레인 게이지, 변형핀 등의 계측기를 설치하여 시공중과 시공후의 보강토 옹벽의 거동을 평가하였다. 또한, 현장에 적용된 보강토 옹벽의 설계 프로그램인 SRWall에 의해 산정된 안전율과 이론에 의해 도출된 안전율을 상호 비교함으로써 현장 계측결과와 설계프로그램에 의한 안전성을 검증하였다. 9개월 동안의 현장계측을 통한 연구 결과를 종합해보면, 블럭식 보강토 옹벽은 양호한 다짐관리와 시공기간의 장기화로 인한 변위는 매우 미미한 것으로 판명되었다. SRWall을 활용하여 도출한 안전율과 보강토 옹벽의 안전율을 평가한 결과 이론에 의해 도출한 안전율과 유사한 것으로 판명되었다.

• 대한방사선기술학회지:방사선기술과학
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• 제20권2호
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• pp.63-67
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• 1997

This paper is to investigate a more detailed method for the diagnosis of anterior wall of the stomach by making a comparative study with several hospitals. It has been true that there have been hospitals, that have not examined anterior wall of the stomach. However, it is very important for us to examine anterior wall of the stomach for an carly detection of gastric carcinoma. The results of th study are as follows : 1. Frequency of occurrence of the early gastric carcinoma for the anterior wall were 50 cases and 34 cases for the posterior wall out of 84 cases. 2. Only a hospitals have examined the anterior wall of stomach. 3. In case of operation, only a hospitals have used two techniques at for same time single and double contrast studies. 4. Only cue hospital used a compression pad and three hospitals hod only filing state images taloen. 5. In general, 1 chest of film was used and the number of exposures rouged from 1 to 2 times. Lesions on the anterior wall of the stomach can be shown by the combination of prone single com-pression and supine double contrast radiographs. Therefore, the conclusion came to the result that the prone single compression and supine double contract technique of the anterior wall are Indispensable methods to the routine check of the stomach.

• Computers and Concrete
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• 제10권1호
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• pp.1-18
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• 2012

This paper presents the details of studies conducted on hollow concrete block masonry (HCBM) units and wall panels. This study includes, compressive strength of unit block, ungrouted and grouted HCB prisms, flexural strength evaluation, testing of HCBM panels with and without opening. Non-linear finite element (FE) analysis of HCBM panels with and without opening has been carried out by simulating the actual test conditions. Constant vertical load is applied on the top of the wall panel and then lateral load is applied in incremental manner. The in-plane deformation is recorded under each incremental lateral load. Displacement ductility factors and response reduction factors have been evaluated based on experimental results. From the study, it is observed that fully grouted and partially reinforced HCBM panel without opening performed well compared to other types of wall panels in lateral load resistance and displacement ductility. In all the wall panels, shear cracks originated at loading point and moved towards the compression toe of the wall. The force reduction factor of a wall panel with opening is much less when compared with fully reinforced wall panel with no opening. The displacement values obtained by non-linear FE analysis are found to be in good agreement with the corresponding experimental values. The influence of mortar joint has been included in the stress-strain behaviour as a monolith with HCBM and not considered separately. The derived response reduction factors will be useful for the design of reinforced HCBM wall panels subjected to lateral forces generated due to earthquakes.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.409-416
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• 2009

This paper presents a tool called Quality-Cost optimization system (QCOS), which integrates Multi-Objective Genetic Algorithm (MOGA) and Quality Function Deployment (QFD), for tradeoff between quality and cost of the unitized metal curtain-wall unit. A construction owner as the external customer pursues to maximize the quality of the curtain-wall unit. However, the contractor as the internal customer pursues to minimize the cost involved in designing, manufacturing and installing the curtain-wall unit. It is crucial for project manager to find the tradeoff point which satisfies the conflicting interests pursued by the both parties. The system would be beneficial to establish a quality plan satisfying the both parties. Survey questionnaires were administered to the construction owner who has an experience of curtain-wall project, the architects who are the independent assessor, and the contractors who were involved in curtain-wall design and installation. The Customer Requirements (CRs) and their importance weights, the relationship between CRs and Technical Attributes (TAs) consisting of a curtain-wall unit, and the cost ratios of each components consisting curtain-wall unit are obtained from the three groups mentioned previously. The data obtained from the surveys were used as the QFD input to compute the Owner Satisfaction (OS) and Contractor Satisfaction (CS). MOGA is applied to optimize resource allocation under limited budget when multi-objectives, OS and CS, are pursued at the same time. The deterministic multi-objective optimization method using MOGA and QFD is extended to stochastic model to better deal with the uncertainties of QFD input and the variability of QFD output. A case study demonstrates the system and verifies the system conformance.

• Earthquakes and Structures
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• 제22권5호
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• pp.461-473
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• 2022

Energy-saving block and invisible multiribbed frame composite wall (EBIMFCW) is an important shear wall, which is composed of energy-saving blocks, steel bars and concrete. This paper conducted seismic performance tests on six 1/2-scale EBIMFCW specimens, analyzed their failure process under horizontal reciprocating load, and studied the effect of axial compression ratio on the wall's hysteresis curve and skeleton curve, ductility, energy dissipation capacity, stiffness degradation, bearing capacity degradation. A formula for calculating the peak bearing capacity of such walls was proposed. Results showed that the EBIMFCW had experienced a long time deformation from cracking to failure and exhibited signs of failure. The three seismic fortification lines of the energy-saving block, internal multiribbed frame, and outer multiribbed frame sequentially played important roles. With the increase in axial compression ratio, the peak bearing capacity and ductility of the wall increased, whereas the initial stiffness decreased. The change in axial compression ratio had a small effect on the energy dissipation capacity of the wall. In the early stage of loading, the influence of axial compression ratio on wall stiffness and strength degradation was unremarkable. In the later stage of loading, the stiffness and strength degradation of walls with high axial compression ratio were low. The displacement ductility coefficients of the wall under vertical pressure were more than 3.0 indicating that this wall type has good deformation ability. The limit values of elastic displacement angle under weak earthquake and elastic-plastic displacement angle under strong earthquake of the EBIMFCW were1/800 and 1/80, respectively.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.275-278
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• 2004

Electro-Active Paper (EAPap) is attractive for EAP actuator due to its merit in terms of light weight, dry condition, large displacement output, low actuation voltage and low power consumption. The EAPap is based on cellulose paper, and is shown to involve primarily transport of ions in response to an external electric field. This actuating mechanism is similar to conductive polymer based actuators. For performance improvement of EAPap, hybrid actuators are tried. The actuators based on cellulose paper attached conducting polypyrrole, polyaniline and single wall carbon nanotube/polyaniline(emeraldine base) have been achieved by Electro chemical deposition and mechanical deposition of the polymers onto cellulose paper.

• 한국화재소방학회논문지
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• 제21권1호
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• pp.90-97
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• 2007

주거공간에 사용되는 벽지의 화재 위험성을 평가하기 위하여 몇 종류의 벽지 시료에 대한 연소특성과 연소가스의 독성을 분석하였다. 본 연구에서 재의 잔량은 고온의 전기로를 이용하여 측정하였으며 TGA를 이용하여 열적 특성을 분석하였다. 연소시간과 연기농도의 측정은 콘히터와 가스분석계를 사용하였고 연기밀도는 ASTM E662의 장치를 이용하였다. 실험결과 실크벽지는 다른 벽지에 비해 낮은 온도에서 열분해가 시작되었는데 이는 실크벽지가 낮은 열유속(heat flux)에서도 착화될 수 있으므로 다른 벽지보다 화재 위험성이 높다. 실크벽지의 복사 열유속에 의한 착화시간은 다른 시료들에 비해 짧아서 화재 시 피난 시간이 짧아져야 하며 비닐이 코팅된 실크벽지 연소 시 일산화탄소의 발생 농도가 가장 높아서 독성의 위험이 높을 것으로 보인다. 실크벽지와 실크방염 벽지의 비닐 코팅으로 연기밀도가 높게 나타났다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2731-2736
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• 2007

In this paper, incompressible flow over a cylinder near a plane wall using the Immersed Boundary. Finite Difference Lattice Boltzmann Method (IB-FDLBM) is implemented. In this present method, FDLBM is mixed with IBM by using the equilibrium velocity. We introduce IBM so that we can easy to simulate bluff-bodies. With this numerical procedure, the flow past a circular cylinder near a wall is simulated. We calculated the flow patterns about various Reynolds numbers and gap ratios between a circular cylinder and plane wall. So these are enabled to observe for vortex shedding. The numerical results are found to be in good agreement with those of previous studies.

• Nuclear Engineering and Technology
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• 제44권3호
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• pp.323-330
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• 2012

The development of data-based models requires uncertainty analysis to explain the accuracy of their predictions. In this paper, an uncertainty analysis of the support vector regression (SVR) model, which is a data-based model, was performed because previous research showed that the SVR method accurately estimates the collapse moments of wall-thinned pipe bends and elbows. The uncertainty analysis method used in this study was an analytic uncertainty analysis method, and estimates with a 95% confidence interval were obtained for 370 test data points. From the results, the prediction interval (PI) was very narrow, which means that the predicted values are quite accurate. Therefore, the proposed SVR method can be used effectively to assess and validate the integrity of the wall-thinned pipe bends and elbows.