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  • 田口 耕一, 小島 博, 杉本 訓祥
    コンクリート工学
    2002年 40 巻 6 号 28-34
    発行日: 2002/06/01
    公開日: 2013/04/26
    ジャーナル フリー
  • 高森 晋, 新山 英輔
    鋳物
    1992年 64 巻 5 号 338-343
    発行日: 1992/05/25
    公開日: 2011/06/25
    ジャーナル フリー
      Swelling and shrinkage are more likely to occur in S. G. Iron castings then in F. G. Iron castings. This is due to the mushy solidification of S. G. Iron. Plate and cylindrical S. G. Iron castings were quenched during solidification to observe the progress of solid fraction. Solidification simulations were carried out to compare with the experimental results. A simulation considering diffusion of carbon through austenite envelope gave similar distribution of solid fraction to the experimental results. Measurements of shell movements were also carried out. Metal wall of plate casting tends to shrink while that of cylindrical casting expands. Calculation based on the growth of graphite surrounded by austenite envelope gave results qualitatively in agreement with measurement on expansion of cylindrical casting.
  • 松原 昂平, 寺内 美紀子
    日本建築学会計画系論文集
    2017年 82 巻 740 号 2577-2585
    発行日: 2017年
    公開日: 2017/10/30
    ジャーナル フリー
     In this paper, we clarifyed the words frequently and the relation between words and words used in the text of architecture by measurement text analysis. By doing so, we grasp important words and frequent contents: we named that “language structure”, beyond the individual sentence's commentary and author's personality, and clear the formation process by compare it each age. Because there is a close relationship between language and thought, the structure guided here will be an effective knowledge for architectural design.
     The 40 years of text divided every 10 years, decompose and extract the text of each age into words. Measurement text analysis is performed on the occurrences of extracted words and the frequency of simultaneous occurrence in one paragraph. A word with the highest occurrences was taken as a “frequent word”, and the appearance trend by age was analyzed. In addition, those with the highest frequency of simultaneous occurrence of words and words in one paragraph were defined as co-occurrence, and “co-occurrence network” is drawn by connecting co-occurrence by lines. The co-occurrence network can be regarded as a linguistic structure expressing frequent contents by a group of plural strong words: high co-occurrence group, and expressing the centered word and the relation between words and words.
     As a result of the above analysis, the findings obtained are mainly the following five.
     1) Differences in frequently occurring words in the work commentary are mainly caused by an increase or decrease in the occurrences of "all ages frequent words" at the top and a change in newly frequently occurring subordinate words.
     2) "Space" was the central position of commentary in all ages.
     3) A high co-occurrence group of a co-occurrence network is a group that mainly focuses on “space” containing a lot of words of concepts for creation and a group mainly focusing on "site" containing words of external elements in all ages it appeared in common. In addition, the group centered on the “wall” in the 80's and the 00's, the group centered on the “light” in the 1990s, etc. were seen as a characteristic group change. From the 1980's, concrete commentary conforming to the actual form of the building was on the increase
     4) Because the words and words in the co-occurrence relationship increased as approaching the 00's by increase of typical description method, commentary has been stylized.
     5) The contemporary language structure is formed by a group that does not expand and a group that expands by a stepwise process in which co-occurrence relationships already existed in the previous age co-occur with other words while continuance / compositing to have.
  • Ichiro Sogaishi, Takeshi Nagai, Noboru Matsunaga
    Journal of Advanced Science
    1992年 4 巻 3 号 228-234
    発行日: 1992/09/15
    公開日: 2010/02/25
    ジャーナル フリー
    In the technique of producing functional gradient materials, made with different specific layers, a lot of intense investigations were done until now, especially in layers contactiong a surface and the control of interfaces.
    In our work, we tried to make FGM with a conventional method.
    The procedure is as follows:
    (1) fabrication of a porous bulk with a density gradient.
    (2) filling this bulk with a specific material. In the first step, we try to figure out the possibility of producing such a density gradient porous bulk.
  • 杉本 訓祥
    日本建築学会構造系論文集
    2004年 69 巻 578 号 123-130
    発行日: 2004/04/30
    公開日: 2017/02/08
    ジャーナル フリー
    An evaluation method for the earthquake resistant performance of reinforced concrete columns and beams are developed for the performance based design. This paper describes the evaluation method of shear force- deformation relationships of reinforced concrete members. The main features are, 1) shear stress - strain relationships of R/C members are modeled as inelastic after cracking and flexural yielding, 2) shear stiffness after cracking are calculated based on the truss theory and 3) R/C member is separated into five regions to consider inelasticity of reinforcements and concrete. The shear force - deformation relationships of R/C columns and beams calculated by the proposed method shows good accordance with their experimental ones.
  • 矢原 一郎
    高分子
    1982年 31 巻 9 号 840-842
    発行日: 1982/09/01
    公開日: 2011/10/11
    ジャーナル フリー
  • 小林 康人
    コンクリート工学
    2000年 38 巻 5 号 29-32
    発行日: 2000/05/01
    公開日: 2013/04/26
    ジャーナル フリー
  • 金沢 信亮, 田中 秀基
    砂防学会誌
    2009年 61 巻 5 号 52-55
    発行日: 2009/01/15
    公開日: 2013/09/02
    ジャーナル オープンアクセス
  • 主としてウィリアム・ル・バロン・ジェニーの第1ライター・ビル(1879)とホーム・インシュアランス・ビル(1885)を通して
    松畑 強
    日本建築学会計画系論文集
    2020年 85 巻 778 号 2783-2793
    発行日: 2020年
    公開日: 2020/12/30
    ジャーナル フリー

     In his Sticks and Stones published in 1924 and The Brown Decades in 1931, Lewis Mumford re-evaluated the Chicago school of architecture and also placed it at the beginning of modern architecture. In 1933, “Early Modern Architecture: Chicago 1870-1910” exhibition at MoMA added a formalist overview to the re-evaluation of the school. Furthermore, in his Space, Time and Architecture, “written in stimulating association with young Americans” and first published in the United States in 1941, Sigfried Giedion re-evaluated and reinforced an almost similar perspective. On the contrary, Colin Rowe made a criticism of Chicago frame or of Chicago Construction in his 1956 article “Chicago frame.” Rowe`s critique, however, was made from the same formalist view in a broader sense.

     Since the Venice school`s 1973 magnum opus, The American Cities, the analysis of capitalism as methodology has been gradually introduced into architectural criticism about the built environment in America.

     This paper reconsiders the characteristics of the Chicago construction from the interlacing perspective of the formalist analysis and the analysis of capitalism in order not to overlook the social and historical context nor to downplay the formal analysis.

     The façade of the Leiter I by William le Baron Jenney consisted of masonry and metal networks. The client of the building was a local merchant, Levi. Z. Leiter, who was once a business partner of Marshall Field whose business was rooted in a barter economy. In a barter economy, or a barter exchange, as Marx analyzed in A Contribution to the Critique of Political Economy, objects/commodities were still strongly associated with “use-value” which is “quality,” while “exchange-value,” which is “quantity,” had not attained free form. In other words, the façade of the building was built in an era in which “objects” were easily associated with their “qualities,” so that the façade of the buildings had the characteristics of this era.

     After the tipping point of 1880, the Home Insurance Building whose client, Home Insurance Company, a financial capital in New York, was designed by the same architect and constructed. Financial capital is a capital that erases the traces of things and established the business by planning and calculating it on the numerical basis. The façade of the building was made of metal frame, or the Chicago construction which made it easy to calculate the structure numerically, therefore it was possible to increase the size of the building as well as the façade size according to the capital scale. That is to say, it was a product of the same era as the way the business was.

     In spite of these differences, the two buildings’ facades shared the same orientation of letting in as much natural light as possible. This “lighting,” however, went well beyond the level of mere functional “illumination” and could be said to achieve an aesthetic level as a “castles in the air (Jenney).” This treatment of light seems to have a sense of floating and a sense of making the façade look like a skin. In short, these feelings could be seen as giving a “commodity fetishism (Marx)” to the buildings.

     On the other hand, this sense was in line with the “discovery of a constantly changing phenomenal outdoor world” which Meyer Schapiro pointed out in 1937. Namely, it was not only correlated with changes in business and capital, and changes in the characteristics of products, but also with the emergence of a new sense of mentality due to the urbanization and of market liquidity of the time.

  • 道川 隆士
    設計工学・システム部門講演会講演論文集
    2015年 2015.25 巻 1102
    発行日: 2015/09/23
    公開日: 2017/06/19
    会議録・要旨集 フリー
    Medial axis (surface in 3D) is a powerful tool for describing structure of geometric models and is used in various applications such as visualization, shape abstraction and reverse engineering. One of the major issues in medial axis transforms is its sensitivity to topological noises, or its structure is easily changed by small holes. This can be seen in scanned models and this is a bottleneck in the application to reverse engineering. We introduce a medial axis transform method robust to topological noises. Our idea is to use mathematical morphology to fill topological noises. Then, we extend morphological operations so that unnecessary filling by dilation is prevented. As a result, we can fill only topological noises and intrinsic structure of the input geometric data can be extracted.
  • 京野 洋子
    電子顕微鏡
    1983年 17 巻 3 号 225-232
    発行日: 1983/03/25
    公開日: 2009/06/12
    ジャーナル フリー
  • 燐酸塩ガラスの失透に関する研究 (第1報)
    森谷 太郎, 赤尾 洋二, 波多野 直文
    窯業協會誌
    1960年 68 巻 774 号 145-153
    発行日: 1960/06/01
    公開日: 2010/04/30
    ジャーナル フリー
    In order to study the process of devitrification of Al2O3-P2O5 glasses, three glasses of different compositions ranging between the two extremes, Al2O3⋅3P2O5; and Al2O3⋅P2O5, were melted (see Table 1) and after being subjected to the heat treatments of various conditions, were examined by microscopic and X-ray analyses.
    The results obtained may be summarized as follows:
    1. The crystals produced from the glasses of this system were identified as Al2O3⋅3P2O5 and Al2O3⋅P2O5 of high-temperature eristobalite form.
    2. Nuclei of the crystalline phases formed only on surfaces of the glass specimens. Their number depended on the composition of glass and the heating temperature (see Fig. 8, 9, and 10). The curve representing the relation between the nucleation-rate and temperature was one to be expected from Tammann's theory concerning the devitrificatin of glass.
    3. After the formation of nuclei, crystallites of Al2O3⋅3P2O5 first appeared and then of Al2O3⋅P2O5, both of which existed together, mingled with each other, and grew into the radial form (see Photo. 5, 12 and 14; Fig. 4-6). The subsequent crystal growth depended on the composition of glass and the heating temperature, consequently, on the viscosity of glass (see Fig. 4-6).
    4. The nearest distance between the neighbouring nuclei and the total amount of crystals in the glass phase were measured and their relations with the composition of glass and the time of heating were given (see Fig. 3-7, Photo. 1-14).
  • 倉本 洋, 松井 智哉, 今村 岳大, 田口 孝
    日本建築学会構造系論文集
    2008年 73 巻 629 号 1103-1110
    発行日: 2008/07/30
    公開日: 2009/09/30
    ジャーナル フリー
    A static loading test was carried out on a two-bay two-story concrete encased steel (CES) frame in which the beams and columns consisted of only steel and fiber reinforced concrete (FRC). In this test, the structural behavior of the frame such as the failure modes, hysteresis characteristics and deformation capacity was examined. Although the frame designed to be a weak beam-strong column system with the flexural yielding at the both ends of beams and the bottom of the first story columns, the shear yielding in the joint panel of the interior beam-column joints also occurred. The results showed that the use of FRC in the CES frame controlled the damage of the concrete. In addition, the frame had stable hysteresis loops with almost no degradation in load carrying capacity until the average story drift angle of 0.05 rad. Static inelastic analysis with reversal loading was also conducted to simulate the story shear versus story drift response of the frame. It is shown that the analytical results agree well with the test results in this paper.
  • それぞれの立場から
    コンクリート工学
    2004年 42 巻 9 号 21-42
    発行日: 2004/09/01
    公開日: 2013/04/26
    ジャーナル フリー
  • 中崎 俊三, 山口 宏樹
    土木学会論文集
    1998年 1998 巻 584 号 295-305
    発行日: 1998/01/21
    公開日: 2010/08/24
    ジャーナル フリー
    暴風時質量付加型吊橋は, 暴風時のみ一時的に海水などの質量を箱桁断面中央に付加して耐風安定性を向上させようとするもので, 構造力学的方法に分類される. 本論文では, まず, 質量付加位置を種々変えて耐風安定性に最も効果的な位置を求めた. そして, それをもとに試設計を行い, 従来型吊橋と比較を行った. その結果, 本型式は他の構造力学的方法とほぼ同等な耐風効果が認められるとともに, 従来型式に比べてかなり経済的になることが判明した. また, 有風時に生じる変形に起因した剛性変化は, 質量付加型吊橋を更に有利にする傾向が認められた. 解析方法は高次のたわみモードを考慮した拡張 Bleich 理論と直接積分法の異なる二法を適用している.
  • 水田 航平, 北川 啓介, 今枝 良輔
    日本建築学会計画系論文集
    2020年 85 巻 775 号 1897-1907
    発行日: 2020年
    公開日: 2020/09/30
    ジャーナル フリー

     Architectural space is, in general, designed beyond the value of merely empty volumes, for it is to receive activities and comprising elements within and without. The notion of beyondness is hard to grasp in building constructions; text descriptions by architects entail their design intensions in detail in remove of construction feasibility. This research will examine coincidental values that are beyond structural integrity in the form of building descriptions in which construction feasibility is transcended by design intentions.

     The flow of this research is as follows:

     1. Subject of this research is 1,701 samples from the text descriptions where architects refer to properties beyond structural integrity in architectural magazine, Shin-Kenchiku during 1950-2017.

     2. Extract the sentences that contain 3 kinds of key-elements: Structural Element, Operation, Gained Property. Structural Element is the word described as building components that resist weight and external forces. Operation is the word described as the act to structural element by the designer. Gained Property is the word described as an action caused by operation.

     3. The relationships between Structural Element & Operation and Operation & Gained Property are analyzed in correspondence.

     4. Based on the tendencies of correspondence analyses, frameworks of semantic contents are derived. By using them to make a matrix to identify aspects of coincidental values with building system and categorize them into types to provide insights and draw conclusions.

     Through the investigation of the matrix between Structural Element, Operation, and Gained Property, 27 different types of coincidental values with building system were identified. As a ingenuity to create added values with building system by designers, six main points are found; 1. multifaceted pursuit of structural integrity by designers, 2. satisfaction of user requests by structural element, 3. consideration of third party circumstances, 4. acquisition of material property by independent existence of structural element, 5. acquisition of synergistic property by existence of structural element as a contact point for existing environment, 6. occurrence of a phenomenon where there is no structural elements being considered.

     As a effect of coincidental values with building system, four main points are found; 1. elimination of surplus by avoidance of complexity, 2. omission of architectural component by structural element taking a role of functions, 3. adaptation to the surrounding events of the architecture, 4. expression of contradiction by structural element with mechanical limitations.

     Based on the above, the designers consider events such as construction, industry, existing environment, and own ideas as the basis of design, and adjust the symbiotic form with the outside of the design and nonstructural components target by three methods; independent existence, dependent existence, non-existence of structural element. In addition, the designers lead contradictory properties and impressions to the architecture by not only to pursue structural integrity from various perspectives, but also to consciously deny structural integrity. It is, thus, clarified that notional affirmation and denial of consistency were created as coincidental values with building system by designers' physical adjustment of symbiotic relationship.

  • 日本建築学会技術報告集
    2007年 13 巻 26 号 863-892
    発行日: 2007/12/20
    公開日: 2008/08/01
    ジャーナル フリー
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