• 제목/요약/키워드: Brick

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브루넬레스키의 산타 마리아 델 휘오레 교회의 돔계획에 관한 연구 (A Study on the Dome Plan of S. M. del Fiore Church of F. Brunelleschi)

  • 김석만
    • 건축역사연구
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    • 제21권5호
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    • pp.19-32
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    • 2012
  • The purpose of this paper is a study on the dome plan of S. M. del Fiore Church of F. Brunelleschi. The results of study are as follows: 1. The planning of floor, elevation and cross section plan of S. M. del Fiore church is basically planned by each other correlation. In particular, the octangular form of geometrical standard which is formed with altar as the center at the crossing part is important component elements which is decided by not only the dome, but form and size of the drum and floor plan form of the lantern 2. The dome which has been planned by F. Brunelleshi has completed the new dome, preserving gothic thought intended by the church plan after study on architecture of ancient Rome with Pantheon. And the dome which is a main space of church through all aspects of plan, structure, function and construction about the dome is a opportunity in the beginning of Renaissance architecture which is a new epoch and a turning point of architecture on various point of view. 3. The dome which is constructed by F. Brunelleshi has been planned through the innovative solution by the refusal of traditional semicircle form dome, centering use and creation double-shell structure form for the first time in history. And the construction of dome has been solved with the invention of various construction equipments and machineries, the stone rib planned for connection and reinforcement about shells of the octangular form, the support method for reduction the gravity of bricklayers work and the brick work of nock-patterned shape which is masonry construction method of the architecture of ancient Rome.

정보기술서비스기업과 클러스터 오프라인기업의 컨버전스 (Convergence of IT service providers and brick-and-mortar companies in an industrial cluster)

  • 이준섭
    • Journal of the Korean Data and Information Science Society
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    • 제21권6호
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    • pp.1211-1224
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    • 2010
  • 본 연구는 첫째, 정보기술서비스기업이 특정 클러스터 지역에 입지하여 그 산업에 특화하였을 경우 획득할 수 있는 기대효익 요인을 도출하고, 둘째, 정보기술서비스기업들이 경쟁력을 확보하여 실시간 글로벌기업이 되기 위한 서비스 민첩성 요인을 도출하며, 셋째, 지역적 특화를 통한 기대효익이 서비스 민첩성 향상에 미치는 영향을 실증적으로 분석하였다. 설문응답 자료에 대한 요인분석 결과, 기대효익 요인으로는 협업, 정보공유, 거래비용, 전문성, 커뮤니케이션, 신뢰증진, 비즈니스 상호이해, 상호호혜성 등 8개 요인이 도출되었으며, 기대효익 요인을 독립변수로 하고 유연성, 신속성, 반응성, 린효율성 등 4개의 정보기술서비스 민첩성 요인을 종속변수로 하여 회귀분석을 수행하였다. 그 결과, 커뮤니케이션을 제외한 각각의 기대효익 요인들은 정보기술서비스 민첩성의 네 가지 요인 중 적어도 하나 이상의 요인에 유의한 영향을 미치는 것으로 나타났다.

골유착성 보철물에 관한 삼차원 유한요소분석적 연구 (A STUDY ON THE OSSEOINTEGRATED PROSTESIS USING THREE DIMENSIONAL FINITE ELEMENT METHOD)

  • 김동원;김영수
    • 대한치과보철학회지
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    • 제29권1호
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    • pp.167-213
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    • 1991
  • The successful replacement of missing teeth has been one driving aim behind the emergence of implant dentistry as both a technology and clinical vocation for over four decades. To date, a multitude of dental implant devices had been designed and utilized in the patient population. Most of these devices have been designed without support of the engineering criteria. The long-term success of any dental implant is dependent upon the optimization of stresses which occurs during oral function and parafunction. Although many studies have examined the biologic interactions between dental implants and living tissue, few studies have been reported on the biomechanical aspects of dental implants. The purpose of this study was to analyze the stress distribution of osseointegrated prosthesis on certain conditions, such as amount of load, location of load, length of fixtures, number of fixtures used, arch shape, bone quality, etc. Three dimentional finite element analysis was used for this study. FEM models were created using commercial software(Super SAP. for IBM 16 bit AT computer. All elements were 8-node brick, isoparametric. Mandible and prosthesis was modeled with 780 elements and 1074 nodes. The results were as follows : 1. In case of cantilever extension, there was a compressive stress at the base of the first implant and a tensile stress at the base of the second implant. 2. The stresses were linearly proportional to the amount of load. 3. The stresses were linearly proportional to the length of cantilever. 4. There was a stress concentration at the neck of the implant and bone under horizontal loads.

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부소성 Ladle용 내화물에 관한 연구 -Sling mass의 특성을 중심으로- (A Study on Unburned Refractory for Ladle -Especially for Sling mass-)

  • 박금철;한문희
    • 한국세라믹학회지
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    • 제15권4호
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    • pp.213-223
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    • 1978
  • The purpsoe of this study was to produce domestic stamping materials; sling mass which could be used as unburned refractory for iron melt'ladle. Batch compositions were based on Belgian Ladelite; mineral compositions were composed of 84 wt% of quartz and 16 wt% of clay, and particle sizes were divided into 12 wt% of 1410/297㎛, 18wt% 297/149㎛, 20wt% of 149/74㎛, 11wt% 74/44㎛ and 39wt% 44㎛ under. The effect of variable batch compositions were also investigated such as substitution of pyrophylite or industrial grade alumina for quartz and of zircon for portion of quartz and clay, increase of clay and addition on sericite. Samples were pressed at 100kg/㎠ with 7.4wt% of water or 7.4wt% of 4 wt% PVA solution. Dried and Fired properties of samples such as linear shrinkage, apparent porosity, modulus of rupture, refractoriness and corrosion resistance to blast furnace slag were investigated. The results are summarized as follows. 1. Dried samples are shrinked, but fired at 700-1400℃ expanded. Samples fired at 700-1000℃ and 1200-1400℃ tended to expand with incresing of firing temperature, but fired at 1000-1200℃ tended to shrink with increase of firing temperature. 2. Apparent porosity of samples fired at 700℃ is increased, but fired at 1200-1400℃ decreased with increasing of firing temperature. 3. Modulus of rupture of samples fired at 700℃ is decreased, but fired at above 700℃ increased with increasment of firing temperature. 4. Dried samples with 7.4 wt% of 4 wt% PVA solution better improve modulus of rupture than with 7.4 wt% of water, but the firing strength of the sampels fired at 700-1000℃ is showed reversely. 5. In quartz-clay system, mineral phases of samples fired at above 1200℃ are consisted of α-quartz, α-cristobalite and mullite. Respectively as firing temperature was rising up, intensity of α-cristobalite and mullite is in creased. 6. Quartz-Kibushi clay system, Kimcheun quartz(substitutuion of portion of industrial grade alumina for quartz) Hampyeung clay system and pyrophyllite-clay system are better in corrosion resistance to blast furnace slag than burned pyrophyllite brick. 7. 84 wt% of pyrophyllite-16wt% of clay system is superior in modulus of rupture and corrosion resistance to blast furnace slag to 84 wt% of quartz-16 wt% of clay system.

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통나무집의 동절기 실내 온열환경 요소의 측정과 온열감 평가에 관한 연구 (A Study on Examination of Indoor Thermal Environment Elements and Thermal Sensation Vote of Log Cabins in Winter Season)

  • 민병철;전지현;국찬
    • 한국주거학회논문집
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    • 제18권2호
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    • pp.21-27
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    • 2007
  • Various buildings constructed by environmentally friendly resources are being built in KOREA. Especially as the wood has distinctive ecological merits in comparison with reinforced concrete and brick, the buildings made by the wood are acknowledged with its superiority of ecological value. Enough field studies for their thermal environment, however, haven't been done. In this study, to investigate indoor environmental condition and occupants' response to it of Log Cabin in Gyeongsangnam-do Hamyang Country Jirisan Natural Recreation Forest, examination of indoor thermal environment and field subjective evaluation have been done in that fundamental information of thermal environment characteristics can be suggested. The results are following; 1) Thermal environment of the Log Cabins; Indoor and outdoor mean dry bulb temperature were $21.9^{\circ}C$ and $-3.1^{\circ}C$, and Indoor and outdoor average relative humidity were 25.8% and 52.1%. These results are below ASHRAE; dry bulb temp. $22.0^{\circ}C$, humidity 30%, and above domestic standards; dry bulb temp. $18{\sim}20.0^{\circ}C$, humidity $40{\sim}60%$. 2) Result of subjective evaluation; Thermal sensation and its comfort were evaluated as 'slightly uncomfortable' because of 'slightly warm'. And humid sensation and its comfort were evaluated as 'slightly uncomfortable' because of 'slightly warm'. 3) Result of vertical temperature and humidity; Vertical temperature difference from head to ankle was $0.54^{\circ}C$ which means most occupants may feel comfortable.

브랜치 도서관디자인의 공공성 표현에 관한 연구 - 미국 마리코파 카운티를 중심으로 - (A Study on the Expression of the Publicness on Public Branch Library Design - Focus on the Maricopa County, USA -)

  • 손광호
    • 한국실내디자인학회논문집
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    • 제21권6호
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    • pp.271-279
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    • 2012
  • Among the community-based cultural facilities, public libraries are places for social and educational purpose that improve the education of the resident, the expansion of the basic cultural education, communication between the members of society, and the accumulations and preservations of the culture. Public libraries should be a local cultural facility that expresses the value of a community. This study aims to analyze the design expression of publicness in a public branch library as a community-based cultural space through the study of branch library in the U.S. This study focused on the most future-oriented and innovative Ten New Landmark Libraries in the United States selected by Library Journal magazine in 2011. Among the selected libraries, three branch libraries which belongs Arizona Maricopa County were included in the study. The results of this study are as follows. First, the sites of the branch libraries vary geographically, but the libraries increase accessibility are caused by unique appearances and design concept of intellectual interest. Second, the floor plan shows the separation of meeting rooms and faculty space from the public space and has visual and spatial open space by high ceiling of the reading room. Third, multi-functional public space for residents are meeting rooms, the external patios for reading, galleries, cafes, libraries-shops which provides a variety of cultural programs, activities, and the opportunity to socialize neighbors. Fourth, branch Libraries have unique designs that harmonizes with nearby places to reflect locality, giving the locals a sense of pride in their community. Fifth, concrete brick and metal panel were used as finishing material for the practicality of maintenance. In particular, transparent glass envelope allows the locals to stay for long time due to openness and brightness of space.

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Evaluation of seismic response of soft-storey infilled frames

  • Santhi, M. Helen;Knight, G.M. Samuel;Muthumani, K.
    • Computers and Concrete
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    • 제2권6호
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    • pp.423-437
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    • 2005
  • In this study two single-bay, three-storey space frames, one with brick masonry infill in the second and third floors representing a soft-storey frame and the other without infill were designed and their 1:3 scale models were constructed according to non-seismic detailing and the similitude law. The models were excited with an intensity of earthquake motion as specified in the form of response spectrum in Indian seismic code IS 1893-2002 using a shake table. The seismic responses of the soft-storey frame such as fundamental frequency, mode shape, base shear and stiffness were compared with that of the bare frame. It was observed that the presence of open ground floor in the soft-storey infilled frame reduced the natural frequency by 30%. The shear demand in the soft-storey frame was found to be more than two and a half times greater than that in the bare frame. From the mode shape it was found that, the bare frame vibrated in the flexure mode whereas the soft-storey frame vibrated in the shear mode. The frames were tested to failure and the damaged soft-storey frame was retrofitted with concrete jacketing and, subjected to same earthquake motions as the original frames. Pushover analysis was carried out using the software package SAP 2000 to validate the test results. The performance point was obtained for all the frames under study, therefore the frames were found to be adequate for gravity loads and moderate earthquakes. It was concluded that the global nonlinear seismic response of reinforced concrete frames with masonry infill can be adequately simulated using static nonlinear pushover analysis.

Numerical analysis of under-designed reinforced concrete beam-column joints under cyclic loading

  • Sasmal, Saptarshi;Novak, Balthasar;Ramanjaneyulu, K.
    • Computers and Concrete
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    • 제7권3호
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    • pp.203-220
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    • 2010
  • In the present study, exterior beam-column sub-assemblage from a regular reinforced concrete (RC) building has been considered. Two different types of beam-column sub-assemblages from existing RC building have been considered, i.e., gravity load designed ('GLD'), and seismically designed but without any ductile detailing ('NonDuctile'). Hence, both the cases represent the under-designed structure at different time frame span before the introduction of ductile detailing. For designing 'NonDuctile' structure, Eurocode and Indian Standard were considered. Non-linear finite element (FE) program has been employed for analysing the sub-assemblages under cyclic loading. FE models were developed using quadratic concrete brick elements with embedded truss elements to represent reinforcements. It has been found that the results obtained from the numerical analysis are well corroborated with that of experimental results. Using the validated numerical models, it was proposed to correlate the energy dissipation from numerical analysis to that from experimental analysis. Numerical models would be helpful in practice to evaluate the seismic performance of the critical sub-assemblages prior to design decisions. Further, using the numerical studies, performance of the sub-assemblages with variation of axial load ratios (ratio is defined by applied axial load divided by axial strength) has been studied since many researchers have brought out inconsistent observations on role of axial load in changing strength and energy dissipation under cyclic load.

표피항상성과 건조피부의 관리 (Epidermal Homeostasis and Dry Skin Management)

  • 박장서
    • 대한화장품학회지
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    • 제34권1호
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    • pp.1-8
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    • 2008
  • 피부장벽을 포함한 표피층은 인체의 조직 가운데에서도 가장 역동적인 기관이다. 다시 말해서 끊임없이 새로운 표피세포의 형성, 분화 및 탈각과정이 반복되면서 표피항상성(epidermal homeostasis)을 유지한다. 표피항상성은 피부기능 가운데 가장 주요한 기능인 permeability barrier homeostasis의 확립으로 연결된다. Permeability barrier homeostasis는 각질층에서 이루어지며 이를 형성하고 유지하기 위해 매우 정교하게 조절되어야 한다. 표피항상성을 조절하는 핵심 조절인자로서 nuclear hormone receptor(NHR)가 중심에 있음이 최근 다양한 연구를 통해 입증되었다. 이들은 각질세포 특이적인 단백질, 즉, involucrin, loricrin 및 trans-glutaminase 1(TG 1) 등의 발현을 유전자 수준에서 조절할 뿐 아니라 표피 지질성분의 생합성을 증가시키는 등 피부장벽을 구성하는 brick 및 mortar의 생성과 유지에 핵심적 역할을 하는 것으로 알려졌다. NHR 가운데 peroxisome proliferator activator receptor(PPAR)와 liver X receptor(LXR)의 activator/ligands가 리놀레인산 등 지방산, leukotriene, prostanoid 및 oxygenated sterol 등이 지질대사과정에서 형성된 지질 종류인 까닭에 liposensor로도 알려지고 있다. 따라서 liposensor들을 비롯한 PPAR과 LXR activator/ligands들은 피부장벽기능이 저해된 아토피성 피부를 포함하여 건조피부를 관리하는 epidermotherapy의 수단으로서 잠재적 가능성이 있다고 생각된다.

총의치 교합면 형태가 하악골 응력 분포에 미치는 영향에 관한 삼차원 유한요소분석적 연구 (THREE DIMENSIONAL FINITE ELEMENT ANALYSIS OF MANDIBULAR STRESSES UNDER COMPLETE DENTURES WITH VARIANT ARTIFICIAL TEETH FORMS AND OCCLUSAL PATTERNS)

  • 이철규;김창회;김영수
    • 대한치과보철학회지
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    • 제31권3호
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    • pp.351-384
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    • 1993
  • Complete denture occlusion must be developed to function efficiently and with the least amount of trauma to the supporting tissues. For the preservation of supporting tissues, it is imperative to reduce to a minimum the functional stress induced by dentures. The magnitude of the horizontal component of functional stress contributed by various occlusal teeth forms has not been studied. This study was aimed to investigate the influence of different occlusal teeth forms on the mode of distribution of the stresses in the mandibular tissue, and the displacement of lower dentures during the variant functional movement of mandible for this study three dimensional finite element analysis was used. FEM models were created using commercial software Super Sap for IBM 32 bit computer. The model was composed of 3380 brick elements and 4346 nodes. The results were as follows. 1. The magnitude of stress was similar between two models in centric occlusion, in the case of anatomic model, the stress was concentrated on the buccal side of alveolar ridge beneath the bicuspids. 2. During the protrusive movement, the increasing of stress from the posterior to anterior part of mandible was seen in the case of anatomic model. 3. During the lateral movement, the stress of anatomic model was greater than that of nonanatomic model. 4. The stress of anatomic model was concentrated on the anterior region of residual ridge during the lateral movement. 5. In the case of anatomic model the anterior part of denture was displaced severely at the centric and lateral position, but the denture of nonanatomic model was displaced minutely at the protrusive and lateral position.

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