著者

岩田 衛 米田 雅子 和田 章

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.62, no.495, pp.135-142, 1997-05-30 (Released:2017-02-02)

参考文献数

6

被引用文献数

1

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Building production has been studied so far mainly from the standpoints of building designers and constructors, not from the standpoint of the building material manufactures. However, the utilization ratio of industrialized building materials has drastically increased and thus the role of the building material manufactures in building production has become more significant, especially in steel structures. This study looks at building production from the standpoint of a steel manufacture. We present the hierarchy of a building and cases where steel structure supply systems correspond to the hierarchy. We studied the feasibility of each of these cases by conferring with professors, designers, constructors, steel fabricators and steel manufactures.

著者

志手 一哉 湯浅 洋一 蟹澤 宏剛 山本 翔太

出版者

日本建築学会

雑誌

日本建築学会技術報告集 (ISSN:13419463)

巻号頁・発行日

vol.15, no.30, pp.557-562, 2009-06-20 (Released:2009-06-19)

参考文献数

9

被引用文献数

2 1

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The interior finish work of apartment building does not progress on schedule in Japan though the apartment construction does. Japanese general constructors have challenged to this issue since the 1970s, but there is no example established as a standard method for interior finish work management.We investigated the process of the interior finish work and analyzed the obtained data, which revealed that the problems were in the relation of product structure, scheduling and work assignment.

著者

西野 佐弥香 高松 伸 古阪 秀三 平野 吉信

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.75, no.654, pp.1979-1986, 2010-08-30 (Released:2010-10-08)

参考文献数

23

被引用文献数

2 4

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Today, there are some problems in construction projects, for example, insufficient communication between designers and constructers, confusion about roles and responsibilities, and so on. On the other hand, in these days, designers and constructers had close communication and realized high quality buildings in many projects. This study aims to show a decision making process of design contents in such projects. As a typical one, this study deals with Tokyo Metropolitan Art museum designed by Mayekawa Associates, Architects & Engineers, based on interviews to parties and examinations of drawings and specifications and shop drawings.

著者

高麗 一大 古阪 秀三 金多 隆 平野 吉信 江頭 知幸

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.73, no.623, pp.183-190, 2008-01-30 (Released:2008-10-31)

参考文献数

14

被引用文献数

2 4

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Today, there are many construction failures in many parts in Japan. This is attributed to the fact that there are some problems in the building construction system. The authors assume that the quality assurance system in construction is composed of four levels. The first level is “law” such as the building standard law. The second level is “standard” such as JIS, JAS, JASS, or the standard specification. The third level is “plans in a particular project” such as drawings, particular specifications, working drawings, construction plans, or working instructions. The fourth level is “the technology/skill of the engineer/craftsman”. The quality is to be assured by the complementary relationship among these four levels. These days, projects are getting bigger and more complicated, the procurement system is diversifying, and the technology is advancing. However, “law” doesn't correspond to these changes, and “plans in a particular project” which formerly complemented “law” are not enough now. Therefore, this study focuses on the following aspects.1. Clarify the quality assurance system from the view points of the four levels.2. Clarify the actual conditions of the quality assurance system.3. Clarify the mechanism of the construction failures by using descriptive models.

著者

太記 祐一

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.63, no.508, pp.217-223, 1998

参考文献数

93

被引用文献数

1 1

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This paper examines the contemporary descriptions on the church of Hagios Mokios in Constantinople, which is now lost to us, in the architectural, liturgical and social aspects. In the 8th century Constantine the Great was regarded as the legendary founder of this church and the legend of the foundantion brought the martyr's cult a certain change in the religious and social position in the capital. "De Ceremoniis", the ceremonial book in the 10th century informs us a imperial ceremony in this church. Through the description of "De Ceremoniis", the church of Hagios Mokios could be one of a typical basilica.

著者

峯岸 良和 竹市 尚広

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.80, no.712, pp.1233-1241, 2015 (Released:2015-07-11)

参考文献数

25

被引用文献数

5

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Evacuation flow on the spectator stands of stadia and theaters which consist of complicated evacuation route, such as gangways and gate etc. are examined with the multi-agent evacuation simulator SimTread (MA model). Through those examinations, characteristics of evacuation flow are obtained which should be carefully considered when we make evacuation safety planning. Major results are as follows; 1) Evacuees tend to remain backward of the radial gangways. 2) Merging rate at the radial gangways, lateral gangways, and exit gates change according to the merging condition and with time. 3) The cause of characteristic observed in 1) is analyzed in mathematically. This characteristic is well approximated by multiplier effect of merging rate and adjusted calculation method is proposed. 4) Theatres of cinema complex which have pitched spectator's seats and have exits only lower area are needed careful consideration for the tendency that evacuees remain high place from the viewpoint of smoke exposure.

著者

駒木 定正

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.64, no.518, pp.299-305, 1999

参考文献数

72

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This paper is intended as a study of the buildings of the Horonai Public Railway in Otaru. Horonai Public Railway constructed for the transport of coal and inaugurated in 1880 was the third railway constructed in Japan. However, until now, the buildings have never been studied from an architecturally historic point of view. Therefore this paper win make the following three points clear, for the period from 1877 (before the construction of the railway), until 1883 (before the removal of the head office). 1) The arrangement of the buildings at Temiya was planned with consideration given to the already existing structures. 2) An outline of railway buildings in Otaru; factory, dormitory for foreigners (gaikokujin kishukusho), lodge house for foreigners (gaikokujin gasshukusho), Temiya branch of the Coal Collecting Dept. (Baidenkaisai jimukakari), Temiya Station and Sumiyoshi Station. 3) During the initial construction period almost all the buildings of the Temiya Station area were the same kind as those located within the Shimbashi Station yard, which was Japan's first railway (1872).

著者

藤木 竜也 河東 義之

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.74, no.639, pp.1173-1182, 2009-05-30 (Released:2009-11-30)

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It was "Register of ministry-owned assets" that it was made in 1891. It is this report that it tried for elucidation of the perspective of official residences for ministerial officials during the mid-Meiji Period through the "Register of ministry-owned assets" with the only thing along perspective of enormous official residences supply.The compiled document has gap in precision between each ministries, and I cannot assert completely cover all the perspective of official residences for ministerial officials during the mid-Meiji Period, but thinks that it has important value to have clarified the jurisdiction range of each ministry.From "Register of ministry-owned assets", The official residences supply was not performed integrally as of the mid-Meiji Period and understood that mainly entrusted to the discretion of each ministry. At the official residences for senior government officials, around minister official residences the positive introduction of "residences with Japanese and European houses adjacent to each other" which made the mainstream of the residence of the upper class after the Meiji era was seen. The official residences of the general government official followed most of the usual models and official residences for ministerial officials during the mid-Meiji Period had a big gap in official residences for senior government officials and the official dwelling of the general government official.

著者

藤木 竜也 河東 義之 斉藤 健二

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.72, no.621, pp.187-194, 2007-11-30 (Released:2017-02-25)

被引用文献数

1

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After the Meiji Restoration, a central organ of Government building and a high government official residence were installed. The government assigned the samurai residence which requisitioned from the Shogunate to a Government building and a high government official residence at first. However, there is the later policy of europeanize, too, and European-style design will be gradually introduced. It was a Minister of Foreign Affairs official residence introduced European-style design into earliest in a high government official residence, and subsequently it was a Prime Minister official residence that construction was planned. This report paid its attention to these two high government official residence and clarified the construction process and the genealogy of European-style design introduction with proof of a document.

著者

山田 あすか

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.76, no.669, pp.2065-2074, 2011-11-30 (Released:2012-02-23)

参考文献数

16

---

Accumulated memories of scenes at school might contribute to forming one's view of schools and attitude and attachment to learning. Based on this hypothesis, this paper aims to clarify the elements constituting memories of school buildings and scenes at school recalled by adults when thinking back to their school days. The classification and analysis of evaluation structures of scenes in memory and of contents of accumulated memories described by adults resulted as follows:1) "Playing" scenes are the majority of memorable scenes. It shows that the “playing” plays a very important role in school life. Scenes relating to “leaning,” the main purpose of school, account for approximately 10 percent of all the memorable scenes. In addition, scenes relating to other school lives such as lunch time scenes account for few numbers.2) The evaluation structure of “playing” scenes is involved in that of "learning" scenes.3) In “learning” scenes, there are fewer memories of the elements of place and action with others than in “playing” scenes.

著者

大場 豪

出版者

日本建築学会

雑誌

日本建築学会計画系論文集

巻号頁・発行日

vol.82, no.734, pp.1109-1114, 2017

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 The Arch of Titus, restored in the first half of nineteenth century, is a restoration model in terms of certain distinctions between old and new architectural materials. To comprehend the intervention method, this study examined sources on the restoration and compared with a case study, the restoration of the eastern outer wall of the Colosseum. As a result, this study pointed that the Roman architect Giuseppe Valadier sought architectural unity that denoted for the harmony of the two different types of materials.

著者

川島 智生

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.61, no.489, pp.213-222, 1996-11-30 (Released:2017-02-02)

参考文献数

1

被引用文献数

1 1

---

From the Taisho era to the beginning of Showa era reinforced-concrete school buildings gave variety to the design of elementary school buiIdings. Take Osaka city for instanse, the abolition of the school district system rapidly promoted the tendency of building reinforced-concrete school buiIdings. The design was not made by official architects in the city office, but by freelance architects. Designing individual freelance architects is reflected in school buildings, which is worthy of attention. The diversity and uniqueness in designing are characteristics of elementary school buildings before the abolition of school districts system. The study made it clear that the existence of freelance architects can never be ignored in describing the history of designing of school buildings.

著者

宮田 直明 竹宮 健司

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.72, no.612, pp.7-14, 2007

参考文献数

19

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The concern with universal design has been growing for the last several years in Japan. Some local governments have formulated universal design architectural guidelines(UDA-Gs) independently. The purpose of this paper is to make clear the difference and commonality of formulation and enforcement of UDA-Gs among local governments. Collecting data.interviews with stuffs and observation of the buildings were carried out in 8 local governments that have UDA-Gs. The results of this study are as follows; 1. UDA-Gs can be classified into two main groups in the eyes of law and characteristics. 2. There are two kinds of guidelines: one is similar to 'Hukumachi-jourei', the other is made originally. 3. Numerical standards of UDA-Gs are more sever in comparation with 'Hukumachi-jourei' and Accessible and Usable Building Law in Japan. 4. Two local governments, KUMAMOTO and HUKUSHIMA, show the user types which are classified by disease symptoms or condition of the users within their UDA-Gs.

著者

ビンティラメリ ロハスリンダ 山崎 寿一

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.79, no.705, pp.2433-2442, 2014

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In 1995, the Ministry of Tourism Malaysia established a new rural tourism product called the Malaysian Homestay Program, to encourage rural Malays to participate actively in the tourism and provide Malay Kampung as a new type of tourism product. In 2012, there were 159 homestay programs established throughout the country, with 3,424 host families in rural areas that shows increased interest from the rural community for this program. This research clarifies the benefits of this program for rural development by analyzing the following points: 1. The evolution of the Malaysian Homestay Program from 1995 until 2013; 2. The effects of the establishment of the Malaysian Homestay Program on economy, environment, society, and culture of Malay Kampung based on interviews and field investigations at the Banghuris Homestay in Selangor.

著者

アルサデク ハフェズ 松島 豊

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.64, no.516, pp.73-81, 1999

参考文献数

6

被引用文献数

1 2

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1.序論 建築骨組構造では、空間を仕切るために壁要素(Infill Wall Element)がよく使われる。骨組要素が壁要素を含む場合、その骨組を壁付骨組と呼ぶことにする。多くの発展途上国ではこのような壁付骨組構造が広く用いられている。壁要素にはいろいろな材料が用いられる。例えば煉瓦やコンクリートブロックなどである。実際の設計では多くの場合壁と骨組はモルタルの付着だけで結合される。壁付骨組の地震時の非線形挙動については不明な点が多く、明確な設計指針もない。通常壁要素は非構造部材として無視される。そこで本論では壁付骨組の耐震性能を近似的に把握するために、非線形地震応答における骨組の累積塑性エネルギー及び塑性率の期待値と標準偏差を単純な数式で表現することを目指す。またそれを用いて壁付骨組の耐震信頼性を評価する。2. 要素の履歴モデル 壁要素の履歴モデルを図1(b)のように設定する。壁要素の脆性的特性は降伏後の負剛性で表されている。剛性の低下は強度の低下に比例するとする。支配パラメータは初期剛性(K_<w0>)、降伏強度(Q_<wy>)、及び降伏後の負剛性(βK_<w0>)である。骨組要素の復元力は、図1(c)に示すバイリニア形とし、塑性剛性はゼロとする。支配パラメータは初期剛性(K_<f0>)と降伏強度(Q_<fy>)である。二つの新しいパラメータR_k(=K_<fw0>/K_<f0>)、とR_q(=Q_<fwy>/Q_<fy>)を定義する。ここで、K_<fw0>=K_<f0>+K_<w0>及びQ_<fwy>=Q<fy>+Q<wy>である。壁付骨組の復元力は壁要素と骨組要素の復元力を足したものとする。壁要素の損傷に応じて荷重が壁要素から骨組要素に移り、壁要素の完全破壊後は壁付骨組の挙動は骨組だけの挙動と同じになる。 3. 非線形応答解析 一定のパワースペクトル密度関数をもつ平均値ゼロの定常ホワイトノイズを入力加速度とする。それを静止している非減衰1自由度系の基部に作用させる。骨組要素の強度に対する入力の強度の比に相当する無次元量なを定義し、その値の範囲を0.0125〜0.05とする。過去の関連する実験データを参照して、R_k=1,6,8,..,14、R_q=1.0,1.4,1.5,..,2.0、β=-0.05,-0.10,-0.20と設定する。R_k=1.0、R_q=1.0は骨組要素のみの場合に相当する。骨組要素の無次元累積塑性エネルギーλの期待値と標準偏差(λ^^-、σ_λ)及び塑性率μの期待値と標準偏差(μ^^-、σ_μ)に着目する。それらは固有周期で無次元化された時間τに依存する。λ^^-とτの関係は一般に図3のようになり、(2)式のように書き表すことができる。シミュレーションの結果を参照して、式中のτ_cを(3)式の形に仮定する。右辺の第1項は骨組要素だけの場合のτ_cの値を表し、ξのみの関数である。第2項は壁要素の影響を表す項で、ε/ξとβの関数となっている。ここで、εは図1(c)の影のついた四角形の面積に対する(b)の三角形の面積の比である。式中の定数を数値解に最も合うように決めると、図2のようにλ^^-の表現式は数値解とよく一致する。μ^^-,σ_μ,σ_μについても(5)式のように(2)式と同じ形式を仮定し、式中の係数a_i、b_iもλ^^-の場合を参照して、(6)、(7)式で表現する。式中の係数を同様に数値解に最も合うように決めると、図4、5のように表現式は数値解とよく一致する。以上の表現式中の係数を一括して表1にまとめる。重要なことは、骨組要素の応答はξに依存し、壁要素が骨組要素に与える効果は、ε/ξとβの関数として表されるということである。図5から分かるようにβそのものの影響はあまり大きくないが、εはβに依存する。結局ε/ξが壁要素の効果を表す最も重要な指標となり、この値が大きいほど壁要素が骨組要素の応答をより小さくする。 4. 信頼性解析 無次元累積塑性エネルギーまたは塑性率がそれぞれある規定された値λ_Fまたはμ_Fを超えない確率を信頼性関数R_λ(λ_λ)またはR_μ(μ_F)と定義する。信頼性関数は(8)、(9)式のように対応する確率密度関数を積分することによって得られる。確率密度関数として対数正規分布、ガンベル分布及びガンマ分布の三つを仮定し、すでに得られた表現式を用いて信頼性を評価してみる。その結果によれば図7のように信頼性は確率密度関数の分布形にあまり影響されないことが分かる。そこでλとμの信頼性関数を近似式で表される期待値と標準偏差をもつガンベル分布であると仮定し、シミュレーションによって求められた信頼性関数と比較する。その結果の例を図8、9に示す。近似解と数値解はよく一致していることが分かる。骨組要素の信頼性は、ξが大きいほど小さく、ε/ξが大きいほど大きい。 5. 結論 脆性的要素(壁要素)を含む骨組の非線形地震応答の特性と信頼性について考察した。壁要素は降伏後に負の剛性となる履歴特性をもち、骨組要素は完全弾塑性形履歴特性をもつとした。壁付骨組構造を非減衰1自由度系にモデル化し、定常ホワイトノイズを入力加速度とした非線形地震応答解析を行った。得られた結論は次のようにまとめられる。 1. 骨組要素の無次元累積塑性エネルギー及び塑性率の期待値と標準偏差の近似解をすべて同じ形式の単純な関数で表現し、それらを用いて信頼性解析も行った。シミュレーションの結果と近似解は実用的に許容できる範囲でよく一致した。 2. 壁要素が骨組要素の応答に与える影響は、ε/ξとβの関数で与えられる。ここでεは骨組要素の弾性限歪エネルギーに対する壁要素の歪エネルギー容量に相当するような量であり、ξは無次元入力強度、βは壁要素の負の塑性勾配比を表す。とくにε/ξが壁要素の効果を表す重要な指標である。

著者

六反田 千恵 中川 武

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.78, no.694, pp.2605-2610, 2013-12-30 (Released:2014-07-10)

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Through the comparative study of 20 extant remaining buildings and thier description in historical sources, this article proposes the following categories for the connecting method between plural buildings seen in Hue Nguyen Dynasty architectural remains; (1) The "Triêu Tô Miêu type" defines the method by which the space of "Thùa Luu" between the front building and the back building is enclosed by the "Thuòng giai", therefore creating a "Trùng Diêm style" roof. This type includes 11 standard examples and 4 particular examples. (2) The "Du Khiêm Ta type" does not include the space of "Thùa Luu", connecting directly each building's column by a "Tren". This type includes 2 remaining examples.

著者

増田 晴夫

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.79, no.698, pp.991-996, 2014-04-30 (Released:2014-07-15)

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This paper considers, through the case studies of oyado and honjin, early-modern boarding facilities in the districts of Tomari, the nature of Edo Period lodging facilities in Ettyu wherein daimyo stayed and rested. In the early Edo Period, Tomari suffered from frequent high ocean waves and consequently residents were forced to relocate. From the 1710s, oyado finally came to be opened. By the 1750s there were two oyado in Tomari, one for hosting the lords of the Kanazawa clan and the other for the lords of the Toyama and Daishoji clans. These oyado were constructed as having two distinct spaces: an area for the visiting lords and an area for the building's residents. During the Ito family's tenure overseeing the lodgings for the Kanazawa, the Kanazawa contributed to construction costs for the development of facilities in which they sojourn. However, the Ito were not classified as otaya, but instead considered oyado.

著者

浅輪 貴史 藤原 邦彦 梅干野 晁 清水 克哉

出版者

日本建築学会

雑誌

日本建築学会環境系論文集 (ISSN:13480685)

巻号頁・発行日

vol.81, no.720, pp.235-245, 2016

被引用文献数

6

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This study quantifies the convective heat transfer coefficient (CHTC) of the entire crown of Zelkova serrata under outdoor conditions. The CHTC is determined from whole-tree heat balances for two individual trees which differ in their transpiration rate. The whole-tree transpiration rate of the irrigated tree was measured by a highly accurate, large weighing lysimeter, while the leaf temperatures were measured by infrared thermography. The estimated CHTC was hc=7.9U+17.2 (R2=0.56, U: representative wind speed for the site) for the entire crown and hc= 8.3u+18.2 (R2=0.77, u: wind speed near the leaf) for the individual leaf. The CHTCs were identified as being double the value given by the Jürges formula, due to the size and amount of flutter of the leaves.

著者

麓 和善 渡辺 勝彦 内藤 昌

出版者

日本建築学会

雑誌

学術講演梗概集. F, 都市計画, 建築経済・住宅問題, 建築史・建築意匠

巻号頁・発行日

vol.1985, pp.643-644, 1985-09-10

著者

堀田 里佳 羽深 久夫

出版者

日本建築学会

雑誌

日本建築学会計画系論文集 (ISSN:13404210)

巻号頁・発行日

vol.82, no.737, pp.1661-1671, 2017 (Released:2017-07-30)

参考文献数

25

被引用文献数

2

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Nowadays, zoos are expected to make an important contribution to the conservation of biodiversity through species preservation involving the breeding of rare animals, and facilities capable of raising animals are required to take their living environment into account. Apes in particular have advance intelligence, and thus are susceptible to stress in their living environment. One after another, Japanese zoos are introducing towers in their facilities for arboreal apes (chimpanzees, and orangutans) for environmental enrichment. Though many towers have been built, research studies have not been conducted to find out how the animals are using the facilities from the perspective of architecture and landscape. The purpose of this study is to identify the spatial utilization during the behavior of chimpanzees on trees in zoos from an architectural perspective and design tower configurations in consideration of behavioral characteristics. We selected the outdoor tower of the chimpanzee facility at Sapporo Maruyama Zoo for this study; one of the tallest and largest facilities in Japan and one with a large breeding population. We divided the shape and materials of the tower into constituent elements such as columns, beams, ladders, decks, pipes, and ropes, and a conducted a behavior analysis focusing on the tower elements frequently used by the chimpanzees in their tree-borne behavior. We recorded arboreal behavior dividing it into locations on trees of mainly static behavior of relatively long duration and instantaneous and dynamic behavior of relatively short duration. The on-tree rate was 81.5%, which was close to the 81.1% rate of the Kyoto University Primate Research Institute and the 83.7%rate in the wild at Bossou. The frequency of arboreal behavior was 3.72 times/minute, a value that can be expected to attract the attention of zoo visitors. We found that chimpanzees preferred higher locations where visitors could not look down on them, and they simultaneously used a combination of locations that can support their torsos with a stable posture and members of graspable size located slightly above them when maintaining their posture on trees. The results showed that chimpanzees travel back and forth 20 m between the trees and the ground, and prevent falling by grasping branches. This matched the behavioral characteristics of wild semi-arboreal ape chimpanzees and was a major factor in chimpanzee selection of locations on the tower. Moreover, we found that during arboreal behavior, the chimpanzees use members that support their torsos and members of graspable size, and the distance between the elements was within their height range. Adults preferred firm members for gripping rather than unstable components like long swaying ropes, while children and infants frequently used continuous members such as nets and trusses, revealing that which elements were used differed depending on age. Taking into account these behavior characteristics, the conditions required for tower configuration are the providing of various spots on a tower combining members to support torsos with a stable posture and peripheral elements of shapes and sizes for grasping. Both elements can be provided by setting up a steel truss structure using pipes of graspable sizes, enabling a structure with a very effective configuration. Usage based on individual size and athletic ability is enabled if the horizontal distance between members such as beams is less than the height of adults, and if members are arranged at an incline. Paying attention to creating locations on trees receiving shade, arranging them at heights in relation to visitors and other details, as well as adding ropes and nets for children, are also necessary.