본 연구에서는 풍동실험을 통해 인접건축물의 다양한 높이비, 위치와 풍향에 따른 고층건축물에 작용하는 피크풍압계수에 대하여 조사하였다. 그리고 피크풍압계수는 Cook and Mayne의 제안식을 이용하여 산출하였다. 실험결과는 우선적으로, 인접건축물의 유무에 따른 최대 및 최소풍압계수의 분포도를 통해 비교 분석하였다. 풍동실험결과 풍향 135도에서 인접건축물의 높이비가 Hr ≥1.5이고, (Sx, Sy)=(1.5B,0)에 위치할 때, 대상건축물의 정면에 작용하는 최소 풍압계가 단독건축물에 작용하는 최소풍압계수(-3.5)에 비해 전반적으로 크게 나타났으며, 최소풍압계수의 최소값은 정면의 최상부 코너 부근에서 -4.7(Hr=1.5), -5.7(Hr=2.0)으로 나타났다. 본 연구의 결과는 CFD 해석 결과의 정당성 입증과 두동 이상으로 이루어진 고층건축물의 초기설계단계에서 상호간섭효과로 인한 외장재용 풍하중을 대략적으로 평가하는데 유용하게 사용할 수 있을 것이다.
The paper mainly discusses on the method how to save energy so as to follow the "Low Carbon and Green Growth" by the govemment and the Building Energy Efficiency Rating System. For the purpose of interior comfort as well as effective operation and management of buildings, this paper does basic research on development of elementary technology for saving the energy used in building. In this paper, the interior lighting control zone is selected to make a lighting control algorithm which takes the reduction of building energy into consideration for saving building energy when the building envelopes are replaced by the BIPV system.
본 연구에서는 막구조 건축물의 유지관리를 위한 막재의 표면 및 코팅층의 열화진단을 수행하였다. 막재는 내화학성능 및 내부식 성능을 포함하는 내구성능이 가장 중요시 되는 재료이다. 일반적으로 대공간 건축물의 지붕재료로 사용되는 막재의 유지관리 진단항목은 막재의 표면 열화진단, 막재의 코팅층 열화진단, 막재의 코팅층 및 섬유포 사이의 열화진단, 막재 전면에 걸친 열화진단, 로프의 열화진단, 보강벨트의 열화진단, 커버고무 등의 열화진단 등으로 대별된다. 본 연구는 대공간 건축물의 지붕재료로 많이 사용되는 PVDF계 막재를 대상으로 표면 및 코팅층의 열화도 진단 결과를 보고한다.
본 연구는 초고층 건축물 외부공간의 식물 피복 상태가 온도변화에 미치는 영향을 파악하고자 서울시에 위치한 초고층 건축물 12개소를 대상으로 연구를 수행하였다. 초고층 건축물 외부공간의 토지 피복 유형별 온도 차이 분석을 위해 6개 유형(외곽도로, 포장지, 관목/초지, 단층교목식재지, 다층식재지, 수경시설)으로 건축물외부공간의 피복유형을 구분하였으며 토지이용유형별 대표지점에서 온도를 실측하였다. 건축물 12개소의 주변 환경차이를 고려하기 위해 외곽도로의 중앙부에 대조구를 선정하여 온도를 측정한 후 일원배치 분산분석을 토대로 유사한 온도경향을 보이는 대상지를 4개 그룹으로 분류하였다. 분류된 그룹의 토지 피복 유형과 외부 공간 온도와의 일원배치 분산분석결과, 주로 단층교목식재지, 수경시설, 다층식재지는 저온역에 속하였으며, 관목/초지, 포장지, 외곽도로는 고온역에 속하였다. 저온역과 고온역의 온도차이는 약 1.06~6.17℃의 차이를 보였다. 그러나 조성된 식재지와 수경시설 면적의 협소, 건축물로 인한 일사도달량의 저감과 반사량의 증가 등으로 초고층 건축물 외부공간 온도에 미치는 영향이 다양하게 나타났다. 이에 각 공간에 필요한 녹지량과 수공간의 면적을 조성 전 미리 산출하여, 효과를 발휘할 수 있는 최소한의 면적과 녹지량을 확보할 필요성이 있었다.
This thesis is to analyze the origin and transformation of the official building registers of Korean traditional temples, and also to suggest the amendment of their wrong archives. Especially, this study is to examine these subjects focused on Beomeo-sa which has maintained fine registers. The results are as follow; 1. In Chosun Dynasty, the Ip-an had been used, and in the period of Daehan-Empire, the Ga-gei had been used as each official registers for the common buildings. The other hand, the lists of properties and the legal registers had been used as official registers for the temple buildings between 1911 and 1962. 2. The current official building registers have been firstly recorded under <Building Law> in 1962. At that time, the current official registers have been also recorded for the Buddhist temple buildings. 3. Most of the official building registers of Buddhist temples are incomplete. Especially, these have usually the indistinct building names and wrong building areas. These were mainly caused by direct copying of the old registers recorded in 1956, the period of Buddhist confusion. Furthermore, the registers have been poorly operated by monks and offices. 4. Therefore, the registers has to be corrected as follow; The omitted buildings have to be added and the duplicated buildings have to be removed in the summary heading registers. The indistinct building names recorded in 1956 have to be correct into actual proper building names. The wrong building areas recorded in 1956 have to be correct into actual measurement building areas.
This article is about the study on construction contractors in Daegu during the Japanese Colonial Rule. The first construction contractors who involved with Kyong-bu railroad work in 1904 personally. But, after they go through the bidding method, changed by the Japanese Government General of Korea in 1922, and the second bid rigging in 1932, contractors was changed gradually the organization into unlimited partnership, limited partnership or stock corporation. The number of them was increased. Most contractors were Japanese, and organized a limited partnership which has been capitalized at 30,000 won. On the other hand, Korean contractors couldn't work at an important part, except for the personal activities of Youngsil Lee(李永實). They were usually employed as consultants or field deputies by Japanese contractors. After the Liberation, Japanese construction contractors returned to Japan, however Tatuoka-kumi(龍岡組), Yasiro-kumi(屋代組) and Sakano-kumi(坂野組) that was leading the business which were took over by Koreans. They were leading architecture field in Daegu.
This study was to analyze the architectural characteristics and facade construction of brick masonry auditorium through the Auditorium of Namsan Primary School in 1936. The results of this study were described separately as follows. 1. The auditorium is located away from the school buildings, and its plane is a chamber of rectangle type with an entrance installed on each of the four sides. 2. The external appearance is Renaissance eclectic style, laid red bricks on the lower wall of the window and having a mansard roof. The front and the rear are symmetric with respect to the projected wall at the center. 3. As to the structure of the building, a concrete lower wall was built on the concrete continuous footing, and the brick wall was constructed on the lower wall. The roof is queen post roof truss, and the wall girders were installed on the brick wall. 4. The auditorium has had a number of repairing and maintenance works, which changed the roof and windows outside and the floor, walls, ceiling, etc. inside. 5. The decorative elements of external appearance include lower wall, brick wall, entrances, windows, roof, and dormer windows. The brick wall gives verticality and solidity to the surface of the wall, and the lower wall and wall girders are connected like a cornice of the wall. The surface of the mansard roof and dormer windows express a stable vertically oriented shape.
This thesis is the study about architectural sculpture in american art since late20th century focusing on works of Robert Smithson and Nancy Holt. Archtecturalsculpture is postmodernist sculpture looked like architecture and architecture;s scalebeing in actual space. Architectural sculpture installed in actual space have site-specific. RobertSmithson and Nancy Holt made large scale outdoor sculpture imbued with theirsurrounding. Their works evolved out of their site with consideration given to thetopography, built environment, and local materials, along with the psychology,sociology, and history of each place.It is possible that art can be integrated into society. It can be place to rest.Architectural sculpture fused with its environment can give social meanings andfunctions to the public. Architectural sculpture has interior space which inspired byshelter. Achitectural sculpture was informed by a counter cultural urge to carryoutside the precincts of the art world. it was also influenced by feminism. Feministsclaimed that it was natural for women sculptors to be attracted to image of shelter.Lucy Lippard suggested that the biological and sexual roots of “sheter sculpture”, asshe labeled it, were in the female body. Architertural sculpture is ecological. they concerned about environmental preservation. In particular, Smithson maintains that art could mediate between theecologist and the industrialist so he set up sculpture as land reclamation. Theconcept of sculpture as land reclamation was presented in some earthworks ofRobert Smithson’s Spiral Jetty, Broken Circle, and Spiral Hill in Emmen, Holland.Smithson’s intent in those works was to focus on the process of entropy. Smithsonbegan to think directly of land reclamation art and made attempts to work withmining companies and quarry owners. He thought that art should not be consideredas merely a luxury but should work within the process of actual production andreclamation.
Stained glass, which flowered with Gothic architecture, the climactic era ofMiddle Ages art, conveyed to the faithful theological messages encoded in light, aswell as protecting sacred places from thee elements, made visible the true sun, thatis, the light understood as seen consubstantial with God. The splendid light andbrilliance radiating from the gem-like glass fragments to all intends and purposesmade visible the new Jerusalem on earth. This stained glass with bound formed anexus for the aesthetics and theology of the Middle Ages was to change throughtime and varied ways.Stained glass, overshadowed by painting from the Renaissance till the 18thcentury, came into prominence in the 19th century with the appearance of theEnglish pre-Raphaelite school, the beginnings of art nouveau style, and therestoration of stained glass in French Gothic churches in which Viollet le Ducplayed a central role. Artists such as John Ruskin in the U.K., John la Farge andLouis Comport Tiffany in the U.S. had a great influence on the development of the19th century stained glass, resurrecting stained glass from the lowly status ofcommercial art, and reuniting stained glass decoration with architecture through artnouveau. Due to their efforts, the distinct character of stained glass was restored butits intrinsic religious value in the context of historic church architecture wascompromised.In the 19th century the relation between the church and the artist was not as close as during the Middle Ages or the Renaissance period. Secular artists working withreligious themes had few opportunity to furnish works for churches. Churches, intheir turn, were filled with archaic works following the dictates and styles of the pastand supported academism in religious art. But at the beginning of the 20th century anew wind of reform began to blow through the decadence of church art. As a resultmainly of the reformers in Germany and France, the artists of Europe and the U.S.created stained glass works that reflected the new modern aesthetic and once againrestored the place of stained glass in modern churches through its incorporation intoarchitecture.
If we take account of the ‘Architectural Tradition’ which aims a construction of better environment, we can see that this tradition has ended historically toward Utopia. And the concrete concepts of utopia mainly started on the Renaissance periods. The Utopias were described well in the literatures which contained particularly three representative utopian books in Renaissance period. The one was the most famous novel <Utopia, 1516> by Sir Thomas More and the other were <La citta del sole, 1602> by Tommaso Campanella and <The New Atlantis, 1624> by Francis Bacon. These novels expressed ideal commonwealths in which inhabitants exist under perfect conditions, ideally perfect places or state of things. The plans of utopia are complete projects of image, its goal is an political, social and economical improvement according to the eras. Their utopias mostly had characteristics as follows; their shape of islands were almost circle, their shape of cities were rectangularity or circle and attached importance to geometrical compositions, their structure of cities were self-sufficiency in closed spaces and their architectural characteristics were uniformity, simplicity and non-ornament. And these architectural characteristics are urban and architectural traditions in communist countries. Also their utopian novels had not much explanations to daily lives of people like as birth, death, relative, mental conflict or authority, money, art. So their utopian novels were not practical and had inappropriate aspects.
본 연구에서는 시간종속요소를 이용하여 상부벽식-하부골조구조가 고려된 중 저층 철근콘크리트 구조물의 동적응답을 조사하였다. 시간종속요소란 사용자가 원하는 시간간격에서 부재를 활성화할 수 있는 진보된 요소로써 기존의 수행되었던 실험을 통해 가장 우수한 성능을 보인 채널형 비좌굴가새가 해석에서 보강요소로 고려되었다. 시간종속요소로 고려된 비좌굴가새는 1차 지진하중에 의해 구조물이 손상된 후에 2차 지진하중이 발생하기 전에 모멘트골조에 설치, 보강된 것으로 가정되었다. 이러한 가정을 바탕으로 내진설계가 고려되지 않은 5층 콘크리트 건물에 연속지진하중의 적용을 통하여 시간종속요소의 영향에 따라 구조물의 동적응답을 비교하였다. 2차 지진파가 발생했을 때 비좌굴가새를 활성화시키는 것은 1차 지진하중에 의해 손상이 집중된 모멘트골조의 변형을 크게 감소시키는 것으로 조사되었다. 그러나 전단벽시스템은 BRB시스템이 활성화된 이후에도 손상이 증가하는 것으로 나타났다. 모멘트골조의 보강효과에 비해 전단벽시스템의 누적손상이 매우 미세하기 때문에 연속지진하중에 대한 BRB시스템은 효과적인 보강방법으로 조사되었다.
도심지 빌딩에 의한 그림자가 대기경계층에 미치는 영향을 파악하기위하여 위성자료 분석과 수치실험을 실시하였다. 연구에 사용된 위성은 한국다목적위성(KOMSAT-2)의 가시자료이며, 수치모형은 다중반사도 계산을 위한 반사도 계산모형과 지표면 열수지를 계산하기 위한 오레건주립대학교 경계층 모형의 2가지이다. 위성자료 분석에서 고층빌딩이 밀집한 지역은 그렇지 못한 지역에 비하여 반사도가 최대 17% 낮게 산정되었다. 이는 건물의 그림자가 원인으로 작용한다. 그리고 반사도의 일변화는 태양고도에 따라 다르며, 정오에 가장 작은 값을 나타낸다. 건물 밀도가 높은 경우 지표면 온도가 43.5˚C까지 상승하는데 비하여 건물 밀도가 낮은 지역의 경우 지표면 온도는 37.4˚C까지 상승한다. 그러나 높은 빌딩에 따른 기계적 난류에 의하여 반사도에 의한 온도상승이 직접적으로 대기온도상승과 연결되지는 않는다.
The relationships between fashion and architecture have been interactive. Since the fashion has had the role to decide the structure type of urban environment, it is becoming the new sign of space boundary. This study searches the social and cultural characteristics of Nomadism and the relationships among all kinds of changing objects. After then, the module system characteristics are meditated by analyzing the composition method of module system in architecture. Moreover, the study examines the aesthetic values in the fashion and body architecture from artistic aspect. Based on the above discussion, the followings are the characteristics of body architecture as the social structures expressed in modern fashion. The liquidity is the fluid form of dynamic structures. It shows the extended space form which produces the continuity. The transformation is the variable structure by module system and it forms the diversified structural combination. The movement combines the controlling function to be able to regulate and move freely the body related objects. The convergence is the text combination interpenetrated mutually in enlarged space. Through this, the non-linear continuity and the access of the individual factors are shown.
The purpose of this paper is to investigate into the meaning of the New Brutalism sensed in the late church buildings of the Swedish architect Sigurd Lewerentz (1885-1975). St Mark's (1956-64) and St Peter's (1962-66) churches, his grand finale designs, have a unique architectural vocabulary of rough brickwork. The brick treatment is the basis on which Reyner Banham (1966) discussed him concerning the New Brutalism, and the point that this research focuses on. This paper explores the brutalist character of the buildings from two aspects - interpretational level of individual buildings and historical level of a broader view. First, the character of two churches could be interpreted with the phrase of 'play between brutality and sacredness'. The rough surface of brick and mortar in the buildings symbolises brutality and the vault of their chapels' ceiling sacredness. And the two characteristics meet and play on the rough vault surface. Second, in the historical point of view, this paper argues that the buildings made a giant leap for Swedish modern architecture, which had been at a deadlock owing to the compromising attitude of the New Empiricism since 1940s. And the Swedish New Empiricism (or the New Humanism), spread to Britain as "Welfare State architecture" after World War II, brought about reaction of the young British architects such as the Smithsons and became the background that made the new brutalist mood. However, considering that the term of the New Brutalism was first used in Sweden by Hans Asplund, Lewerentz's brutalist late churches - which seemingly had nothing to do with the British nor the Corbusian lineage - are also meaningful in that they confirmed the tendency in its homeland. In conclusion, this paper argues that St Mark's and St Peter's churches with the brutalist characteristics should be regarded as crucial buildings not only in Lewerentz's personal career but also in Swedish and international architectural history.
건축용 막재는 일반적으로 직포와 코팅으로 구성되며, PTFE 계열 막재는 유리섬유로 만들어진 직포에 테프론 코팅으로 구성된다. 일반적으로 PTFE 막재에 사용되는 직포에는 β-yarn이 주로 사용되며, β-yarn이 아닌 α-yarn이 사용된 막재도 점차적으로 사용되는 시점이다. 그러나 α-yarn으로 직조된 직포로 만들어진 건축용 막재의 특성에 관한 정보는 일반 막재에 비해 많이 부족한 편이다. 따라서 건축용 막재를 구성하는 직포를 만드는 원사의 굵기에 따른 막재의 역학적 특성에 대한 연구가 필요하다. 본 연구에서는 실험을 통하여 원사가 서로 다른 막재의 인장 특성을 비교 분석하고자 한다.
Many school buildings are not applied seismic code because of small size structures. But it must be designed to show enough structural performance when subject to earthquake. Especially, most of school buildings are generally used as public shelters when the natural disasters such as flood and earthquake occur. In this study, the seismic risk of the reinforced concrete school building structure was evaluated by using the seismic performance evaluation methods of low-story RC structures developed in Japan and the required seismic performance index. In this paper, the seismic performance of the school building is evaluated by considering this short-column effects, building shape and deterioration.
이 논문에서는 연약지반에 세워진 건축물의 지진해석을 위해서 기준의 지반증폭계수에 대한 기초묻힘으로 인한 저감계수를 산정하는 연구를 비선형 의사 3D 지진해석이 가능한 P3DASS 유한요소 프로그램으로 수행하였다. 지반은 30m 두께로 균질하고 탄성과 점성이 있는 등방성 연약한 지반으로 암반 위에 놓인 것으로 가정하였고, 기초는 반경이 10-70m인 등가원형 강체기초로 기초묻힘은 0, 10, 20, 30m인 경우를 고려하였다. 지진해석은 노두에서 실측한 7개 지진기록의 유효지진가속도를 0.1g로 조정한 후 연약지반 밑 암반에서 지진기록을 생성하여 수행하였다. 연구에 의하면 매우 연약한 지반에 소형기초가 깊게 묻힌 경우 외에는 지반증폭계수가 점진적으로 감소하고 기초크기에 따른 편차도 크지 않은 것으로 평가되어 기초반경 별로 구한 저감계수에 대한 평균에 표준편차를 더한 저감계수를 기초묻힘에 따른 표준저감계수로 산정하였다. 지반증폭계수에 대한 표준저감계수를 실용화와 KBC 등의 기준을 위해 지반의 평균전단파속도와 지반종류에 따라 제안하였다.
The main functions of a Buddhist temples are as a place for Buddhist services and a place for sermons and each ancient Buddhist temple was equipped with a main and separate building. After Zen Buddhism was first introduced, there was a tendency to change the terms to Buddhist sanctuary and altar, as set forth in the Zen Buddhism code of conduct called 'Cheonggyu(淸規)'. As such, it was thought that the division between Buddhist service space and preaching space were relatively firm until the Goryeo Dynasty. However in the period from the end of the Goryeo to the beginning of the Joseon Dynasty there was an increasing tendency of integration of the two buildings. It can be seen that, in cases where both buildings remained, statues of Buddha were enshrined in these buildings without any distinction. Eventually it is led to the tradition of duo-Buddhist sanctums.
Alberti's De re aedificatoria is the earliest case in the history of Italian Renaissance architectural treatises dealing with recovery of antiquity through textual and archaeological pursuits. The key source of the Renaissance theoreticians was Vitruvius' De architectura. However, Alberti was keenly aware of inaccuracy and Hellenization of Latinity in this classical text, and tried to compensate them in his own treatise. Furthermore he claimed a reformed discipline of the architects as well as the patrons, and prescribed how future buildings and cities should be built, based on the proper authority of ancient architecture in proper and intelligible Latin. Such an adaptation of classical usage in order to reestablish a modern norm preceded in his earlier work Momus, a satire on the contemporary Italian society of his own by following the model of Lucian. Alberti's suggestion of proper government in Momus's phrase was expanded in De re aedificatoria, for he consider the buildings are subject to the rules of morality and public interests. He proclaimed that the nature of beauty is the reasoned harmony of every part within a body, and architectural beauty also lies on the harmonized arrangement of all the elements within an individual building and of all individual buildings and facilities within a city. For the architects to execute this task, he formulated the concept of lineanenta, the form derived from the mind in order to prescribe the proper place, numbers, scale, and orders for whole building structure. It is the future oriented city-plans and building designs to serve the public interest and the good of all the individual citizens who make up the City-State that Alberti pursued in his treatise.