著者

田路 青浩

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.524, pp.319-325, 1999-10-30 (Released:2017-02-03)

参考文献数

7

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Adomo criticizes Heidegger's thought of "rootedness" in The Jargon of Authenticity. The purpose of this paper is to define the concepts of "rootedness" and "urbanity" that are important to consider the design of 20th century architecture, by considering Adomo's criticism. According to Heidegger, "rootedness" is to ground variable "history" on constant "nature". But Adomo insists that both "nature" and "history" always change and Heidegger's "rootedness" isn't truth. He calls such changeability "urbanity". We may, therefore, conclude that "rootedness" and "hometown" are ideal to look for incessantly.

著者

金澤 雄記

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.77, no.682, pp.2833-2840, 2012-12-30 (Released:2013-05-29)

参考文献数

8

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Open-Air Stages in Iida-Shimoina area had been built since late 18th century to the Showa 30s, especially 69 stages still exist. There are 11 rotation-stages, 1 stage for only puppet play, and the oldest existing rotation-stage is built in 1793. They have architectural features about a rotation-stage (Mawari-butai), a scenery window (Tomi), a instrument space (Dayuza), and so on. These stages had been used by kabuki, puppet, and local play till the Showa 30s. Some stages had been used for school buildings after Meiji era. After that, almost these have been repaired for local meeting spaces.

著者

藤井 由理 古谷 誠章 白石 哲雄

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.85, no.778, pp.2819-2827, 2020 (Released:2020-12-30)

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This study explores similarities between spatial features of architectures designed by Charles-Edouard "Le Corbusier" Jeanneret (1887-1965) and his explorations in early Purism paintings. The study focuses on the fact that Le Corbusier had painted for his entire life. He also stated that his experiments while painting had a huge influence on his architectural works.  Through his Purism paintings, Le Corbusier wanted to stimulate viewers' senses and to elicit subjective responses in their minds. In order to do that, Le Corbusier attempted to suspend the viewer's understanding of the piece by permanently sending it back and forth between two opposite interpretations or between several alternatives. Those methods can also be seen in spatial characteristics of Chapelle de Ronchamp (see: Fujii, Furuya, & Shiraishi, 20193)). Jeanneret stated that "une œuvre d'art doit provoquer une sensation d'ordre mathématique" [art works should elicit a sensation of a mathematical order]. Similarly, he thought that generating the "sensation of a mathematical order" was an important part of his Purism paintings. Through the analysis of Jeanneret's writings and paintings, this paper clarifies which methods were employed to elicit the "sensation of mathematical order" in the viewers of Purism paintings. It is important to understand that this "mathematical order" is not something depicted in the painting itself, but rather a sensation felt by the viewers of Purism paintings  For Le Corbusier, the act of painting was about 'constructing' a greater whole by depicting specific elements in a particular way. First, he would select some commonly recognizable, yet in some ways universal, daily items. He called such items "themes-objects". Then, he tried to elicit the "sensation of a mathematical order" in the viewers by aggregating depictions of those themes-objects in his paintings. There were two types of aggregation. The first one was based on the idea of "les tracés régulateurs" [regulating lines]. The second one was based on positional adjacency achieved through aligning the outlines of several themes-objects. A coherent whole was created by the interplay between themes-objects on the canvas. This interplay is referred to as the "collective form" in this study.  In Purism paintings, achieving meaning through the composition of themes-objects was not important. Instead, the focus was purely on arranging themes-objects for the purpose of eliciting the “sensation of a mathematical order” in the viewer. In Purism paintings, stability and order are usually hard to perceive. "Collective forms" created by Le Corbusier are also relatively nebulous. Their deliberate ambiguity and lack of strong connections enables the viewer's perception of the painting's subject to be suspended between several interpretations in order to strongly stimulate their senses. Because of that, the viewer can start to subjectively perceive the interplay between themes-objects in the painting. Finally, the “sensation of a mathematical order” can emerge in the viewer.

著者

原口 圭 佐藤 淳 林 篤 武居 泰 伊積 康彦

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.83, no.744, pp.159-169, 2018 (Released:2018-02-28)

参考文献数

19

被引用文献数

1 1

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A purpose of this study is to simply evaluate pressure variation in stations having all covering roof. Round a running train, pressure field occurs. As this pressure field moves with the train, pressure variation is observed in the neighborhood of the passage train. We measured at stations having all covering roof to grasp the characteristic of the pressure variation. As a result, we confirmed that pressure variation at the time of train nose passage was bigger than the train tail passage, opening ratio had linear correlations with pressure coefficient maximum value in the specific station and when cross-sectional area of station became small the pressure variation grew big. In addition, we confirmed that the pressure variation was proportional to square of the train speed and we could apply the evaluation expression same as open area. In the second place, by the measurement at opposite sides in stations having all covering roof, we tried to divide the pressure variation into one-dimensional component which is same in a section and three-dimensional component which depends on the distance from a train. As a result, we confirmed that we could divide into the both by confirmation of the waveform. And when we evaluated the pressure variation maximum value, we confirmed that one-dimensional component was dominant and the influence became small so that opening ratio became big. As we evaluated the pressure variation maximum value by the simple addition, we tried to construct the evaluation expression consisting of the addition of the one-dimensional component maximum value times α and three-dimensional component maximum value times β. On the one-dimensional component maximum value, we confirmed that opening ratio had linear corrections with the pressure coefficient maximum value /R (2-R) of the one-dimensional component. We led an evaluation expression from the relations and confirmed that we could evaluate it with not depending on the train classification, an error of the 10 percent or so. We supposed that the three-dimensional component maximum value was inversely proportional to square of the distance from the train center, and we led an evaluation expression every train classification. We confirmed that the influence of opening ratio was small and we could evaluate it with an error of the 20 percent or so. As a result, we suggested an evaluation expression of pressure variation maximum value in stations having all covering roof which is the addition of the one-dimensional component and three-dimensional component. And by the expression it was confirmed that we could predict the pressure variation of small sectional stations with 10 percent or so, and that of large sectional stations with 20 percent or so.

著者

中村 泰人 岡本 孝美 安浪 夕佳

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.74, no.636, pp.115-124, 2009-02-28 (Released:2009-11-02)

参考文献数

36

被引用文献数

1 1

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The adaptation to heat arising in daily life was grasped by experiments in a climate chamber. The experiments were composed of +5 degree centigrade load from normal temperature to the subject in the test room during 30 minutes with clothing insulation of 0.37clo and carried out frequently by five young men of 20's from June to October 2004. Based on thermal physiology the term of the adaptation to heat was divided into five intervals; normal, intermittently ascending, continuous, intermittently descending, and normal. The characteristic of the adaptation to heat was found to be that after a short uncomfortable summer, a long comfortable summer will come.

著者

山崎 慶太 桒原 浩平 染谷 俊介 濱田 靖弘 小林 宏一郎

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.85, no.771, pp.351-360, 2020 (Released:2020-05-30)

参考文献数

20

被引用文献数

1 1

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To obtain basic data for prevention of heat stroke during construction work in a hot environment, we analyzed the effects of wearing ventilated work wear (VWW) and water intake (RWI). First, experiments were carried out with nine male form workers in an artificial climate chamber (AC) at 34°C. Second, measurements were carried out with four male form workers and one male rebar placer at an outside construction site (CS) for four days in August 2017. It was carried out from 8:00 to 17:00 and was divided into four shifts split up by breaks as follows: 8:00 to 10:00, 10:30 to 12:00, 13:00 to 15:00; and 15:30 to 17:00. Activity amount (ACT) was continuously measured. WBGT was measured in the CS. The sweat rate (SR), the rate of naked body weight loss (RBWL, only in the AC), body weight loss while fully clothed (RBWLC), and RWI were each measured and calculated as the difference between the values before and after work per unit time. Evaporation rate (ER) was defined as the sum of RBWLC and RWI. SR in the CS was estimated from the ER by using the regression equation between ER and SR in the AC data. In the AC experiment, the SR during work was constant and RBWL was negatively correlated with RWI, those were statistically significant, regardless of whether the workers wore VWW. The RWI and SR of workers not wearing VWW were significantly higher than those of workers wearing VWW. RWI increased significantly and RBWL decreased as ACT increased. This is the reason that RBWL was negatively correlated with the RWI in the AC. In the CS experiments, the SR of workers not wearing VWW increased significantly as WBGT increased, but the RWI did not change significantly; as a result, RBWL increased significantly with WBGT. The SR of individuals wearing VWW, which was lower than that of those not wearing VWW, remained almost constant with increasing WBGT, whereas RWI did not increase with WBGT. As expected from these results, RBWL remained constant as WBGT increased and was consistently lower than that of workers not wearing VWW. The ER of works in the CS was significantly higher than that of those in the AC due to the difference between the averaged ACT in the AC (1.8 Mets) and CS (2.4 Mets). In the CS experiments, we estimated the dewatering ratio (DR) by body weight loss while fully clothed (BWLC), since BWL was not measured. The fluctuation during working shifts of BWLC and DR of workers was compared between those wearing and those not wearing VWW on hot two days. In the shifts, the BWLC of workers not wearing VWW was significantly higher than that of those wearing VWW. Furthermore, in the breaks between shifts, the amount of water recovered by workers not wearing VWW was significantly lower than that of those wearing VWW. As a result, after the last shift, the average DR (2.03) of workers not wearing VWW was higher than that of those wearing VWW (1.53). We supposed there is a limit to the amount of water that workers in a construction site can drink. Thus, we verified that, in the CS setting, RBWL increased with increasing WBGT mainly due to insufficient RWI, but could be partly decreased by using VWW, which decreased the SR.

著者

吉田 純一

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.62, no.498, pp.189-193, 1997-08-30 (Released:2017-02-02)

参考文献数

19

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、 、

著者

泉山 塁威 秋山 弘樹 小林 正美

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.710, pp.915-922, 2015 (Released:2015-05-12)

参考文献数

9

被引用文献数

23 23

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The study aims to look at utilization and management of " privately owned public spaces " and figure out the reality of application system that we focus on the "bustle-generating activities that utilize the public space" and the "the SYAREMACHI ordinance of tokyo, community management organization registration system, Bustle generating activities that utilize the public space" of Tokyo ordinance, introduced advanced in 2003, and a storage of about 10 years. Results of the study, First it is to clarify the reality of application and an overview of the "the SYAREMACHI ordinance of Tokyo. Second, I showed the open space properties that By visualizing and aggregate the organizational operating structure and by number of days, by type of space and by application of the utilization of the open space. Third, it will help utilization and of the management of public space in the future.

著者

丸山 一平 五十嵐 豪

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.77, no.673, pp.323-332, 2012-03-30 (Released:2012-07-02)

参考文献数

55

被引用文献数

2 3

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Prediction system for compressive concrete strength in aged structural member is proposed. This system is composed of models of rate of hydration, cement paste phase composition, heat production, specific heat, compressive strength, vapor desorption isotherm, coupled heat and moisture transfer. Each model is verified through experimental data. This system is aiming for the structural member which can not be accessed or can not be evaluated by the core sample test. Using non-destructive data or quality control sample's data, this system might illustrate the distribution and development of concrete strength in structural member properly. From the calculation results for a concrete member exposed to high temperature condition, strength development as well as distribution is quite sensitive to the boundary condition, and this concludes that the evaluation of structural member under such special condition needs precise boundary conditions.

著者

岡本 和己 小野 芳朗

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.81, no.722, pp.1047-1057, 2016 (Released:2016-04-30)

参考文献数

5

被引用文献数

1

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Before the middle of the 19th century, cherry trees could be seen in the mountainside forests, shrines, and temples of Kyoto, while from the 1880s to the 1930s, cherry trees were planted in urban areas. Additionally, a newly developed species of cherry, named SOMEI-YOSHINO, began to spread from 1904, from which time spring scene changed dramatically. In research concerning cherry trees in Kyoto before World War II, Hiroshi Takagi analyzes the social significance of planting cherry trees in terms of cultural history. He also discusses how SOMEI-YOSHINO were especially chosen as a nationalistic symbol and/or a symbol of the modern age and civilization. In his thesis, the traditional species YAMA-ZAKURA and SATO-ZAKURA were planted in areas with a traditional narrative like Heian Shrine, while SOMEI-YOSHINO were planted in areas that symbolized modern civilization like Kyoto City Zoo. In this paper, the planting of cherry trees is discussed in the context of landscape formation in modern Kyoto by investigating the planting process. From a botanical perspective, cherry trees are not suitable for roadside planting but instead favor waterside planting as they require a great deal of water. Furthermore, the planting method differs depending on the species. YAMA-ZAKURA lend themselves to a backdrop of Japanese red pine and maple trees, while SOMEI-YOSHINO, the new breed of cloned cherries, propagate quickly, making mass production possible and lending themselves to planting in rows. Meanwhile, SATO-ZAKURA, with their exquisite flowers, are best viewed individually and up close. We divided the planting locations of cherry trees in Kyoto into five groups according to their planting formation: (1) Waterside + Mountainside; (2) Facility type; (3) Facility type + Waterside; (4) Lake Biwa canal side; and (5) Kamo Riverside. Planting by groups was analyzed using original historical archives written by the planting organization and stored in Kyoto Prefecture and City Bureau. This allowed the planting context to be clarified with reference to the stakeholders, purpose, time period, space, and species of cherry trees in each location. Cherry trees planted before World War II in Kyoto did not all represent the idea of symbolism and psychology. The common keyword “scenic” often appears as the intent of planting. However, the purpose and context of the word “scenic” had various meanings and contexts since “scenic” had different purposes depending on the intention of each planting. In Kyoto, the shift to planting SOMEI-YOSHINO began in 1904. This shift to the new species also triggered a dramatic shift in the landscape style around urban areas.

著者

貞末 和史 北野 敦則

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.84, no.761, pp.1001-1010, 2019 (Released:2019-07-30)

参考文献数

10

被引用文献数

1 1

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As a new structural system with the structural characteristic same as steel reinforced concrete (SRC) and concrete filled steel tubular (CFT) structures, we are working on the development of steel concrete column-steel beam composite structures which filled concrete only in cross type steel. Over the past few years, we confirmed the mechanical behavior of column members and exposed type column bases in this new structural system, and by appropriate design it is possible to provide good seismic performance. Moreover, we proposed the simulation model of the restoring force characteristics of a column and an exposed type column base. Next, for practical application of this new structural system, it is necessary to examine the structural performance for beam-column connections, and propose the design method. In this paper, we confirmed the mechanical behavior of interior beam-column connections for steel concrete column-steel beam structures through the structural tests under the constant axial compression force and the cyclic horizontal load. The experimental parameters were selected reinforcement method of beam-column connection, the following reinforcement type were selected: (a) external diaphragms type, (b) inside stiffener type and (c) combination type which used external diaphragms together with inside stiffener. All test specimens were designed so that the failure of panel zone happened earlier than the failure of column and beam. Main discussion is concentrated on the failure state, ultimate strength and hysteresis characteristics. The test results indicated that the partial frame including beam-column connection had the stable hysteresis behavior until story drift angle of 3.0-4.0% radian, and the failure was concentrated in panel zone. Moreover, it was found that ultimate strength and ductility of the beam-column connection with large size external diaphragm were excellent, in comparison with the inside stiffener type beam-column connection. In the external diaphragms type, the tensile stress to transmit from the flange of beam to the orthogonal flange of panel zone increase. Moreover, the concrete of panel zone surrounded by external diaphragm, vertical stiffeners and steel flange can sustain large strain because of the confining action. This is the reason why the beam-column connection with external diaphragm showed advantageous structural characteristics. According to the AIJ design standard for SRC structures, the calculation value of ultimate strength of beam-column connection is calculated to the sum of the strength of the steel web plus the strength of the concrete in the panel zone. It was shown that the ultimate strength of beam-column connection could be evaluated on the safety side by a method based on the AIJ design standard. In addition, we confirmed that it was reasonably evaluate by added the strength of the orthogonal flange to the method based on the AIJ design standard. Three-dimensional nonlinear finite element analysis were conducted using ‘‘FINAL’’. The analytical values well predicts the experimental results until the attainment of the ultimate strength of the beam-column connection, and the maximum principal stress of steel was examined. It was confirmed that the tensile stress was transmitted to the orthogonal flange through the vertical stiffener.

著者

西野 雄一郎 竹下 正高 本田 祐基 徳尾野 徹 横山 俊祐

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.87, no.792, pp.272-282, 2022-02-01 (Released:2022-02-01)

参考文献数

12

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In this study, "renovation that generates a network of people, things, and events" is called Co-Renovation. The effectiveness of Co-Renovation is summarized in two ways. The first is that the openness of the renovation and the house will activate the connection between the people connected through the renovation. The second is that the renovation network will inspire an awareness of community development, and what started out as renovation-related connections will derive into autonomous regional activities. In order to increase the effectiveness of Co-Renovation, it is important to encourage the formation of spontaneous connections, and the factors that contribute to this are summarized.

著者

青柳 憲昌 藤岡 洋保

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.71, no.603, pp.191-198, 2006-05-30 (Released:2017-02-17)

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Reinterpreting initial works (8 out of 22 buildings in total) of the Horyuji Restoration Activities (1934-66) executed under Goichi Takeda's direction, this paper points out the following 3 items: 1) Takeda played an important role for drawing up the restoration guideline with field working experts and applying his (their) idea to each reconstruction. 2) In Takeda's restorations, original designs of architecture - forms and colours - were recreated by adopting revived techniques of ancient carpenters whereas posterior alterations were eliminated. 3) This restoration was criticized by various scholars of national or architectural history for not maintaining historical value or patina, which consequently modified the restoration guideline after Takeda's death.

著者

畔柳 昭雄 相田 康洋 増田 光一

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.87, no.796, pp.966-974, 2022-06-01 (Released:2022-06-01)

参考文献数

37

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Based on the results of the previous study on Itsukushima Shrine, we focused on the “corridor” and examined the floorboards of the corridor as a measure to mitigate the effects of waves and storm surges based on the sea conditions. The floorboards of the corridor are expected to reduce the energy of short-period transmitted waves toward the main hall. However, it is difficult to adopt the idea that the corridor was screened to reduce the wave energy.

著者

佐藤 正彦

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.484, pp.213-219, 1996-06-30 (Released:2017-02-02)

被引用文献数

1 1

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Since a fire is the most dreaded disaster for a wooden building, signs and symbols of fire prevention are commonly used on "munafuda" (dedication board). These sings are, for instance "[figure]" symbolizing water, or ones which stand for the sun, the moon and stars. Especially, stars of 28 hotels are popular, such as "△" representing the star of the triangular seat, that is, the north heaven. The Chinese character 'seal' is used as a magical sign of 'cutting of a seal' and also of 'enclosing something inside' ; sometimes the mere symbol "[figure]" is applied in the same occasions."[figure]" occasionally symbolizes four kings. The sign "[figure]", meaning 'nine characters are cut' in Yin and Yang theory, is used. Again, in Buddhist temples, munafuda registers "卍" symbols.

著者

伊藤 雄太 隈 研吾 中村 航

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.716, pp.2365-2373, 2015 (Released:2015-11-11)

参考文献数

14

被引用文献数

1 4

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There are many kinds of style in Japanese tea house, “Soan” / “Shoin”, “Rikyu” / “Samurai” / “Noble” and tea masters' preferences. The purpose of this research is to discuss the criteria of classification of tea house's style by studying the typological structure of the morphological composition of tea house derived from the multivariate analyses of qualitative data: presence or absence about 40 elements of 63 examples of tea house in 16-20th century. The result supports some of knowledge of historical knowledge and discusses new different tendencies of the morphological composition between the styles.

著者

四ヶ所 高志 横山 天心 塩崎 太伸 奥山 信一

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.80, no.718, pp.2833-2841, 2015 (Released:2015-12-25)

参考文献数

14

被引用文献数

1 2

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This report aims to illustrate how Japanese architects extrapolated a design theme from roof garden model through analyzing text and actual composition of contemporary Japanese houses with such model as it appeared in architectural publications. Initially, two aspects of the roof garden concept were extracted from explanatory text by architect themselves, and each scheme was then subjected to a “KJ-method” analysis (originated by KAWAKITA Jiro); one is the architect's intention in adopting roof garden, the other is the architect's distinct view of the spatial character on roof garden. Secondly, the actual composition of each house was assessed with regard to vertical and horizontal positioning of the roof garden. Finally, the mediation between each architect's thinking and the final composition has been plotted in terms of this dual classification.

出版者

日本建築学会

巻号頁・発行日

1954

著者

趙 在赫 山中 新太郎 重枝 豊

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.86, no.781, pp.749-759, 2021 (Released:2021-03-30)

参考文献数

12

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The aim of this study is to present a model for urban housing by investigating the dwelling style in which various facilities for daily living are linked; we did so based on an investigation of the residential use of GOSIWON(Quasi-housing) in Seoul. We attempted to clarify the current distribution of GOSIWON in Seoul, the living conditions in GOSIWON, and their locational characteristics in GOSIWON-dense areas. First, we intended to confirm the changes in the distribution of GOSIWON in Seoul. Second, we classified the scale of GOSIWON in Seoul. Third, we examined the type and distribution of GOSIWON in GOSIWON-dense areas with respect to regional characteristics. We undertook the following steps. (1) Using data related to GOSIWON by Seoul Metropolitan Fire & Disaster Headquarters, we confirmed the overall situation regarding GOSIWON in Seoul since 2010 to 2015. (2) To determine the scale of GOSIWON there, we analyzed the registration information of buildings containing GOSIWON. We categorized the type of GOSIWON by comparing the total floor area of the building (data obtained from ledgers) with the area of the GOSIWON. (3) To assess the characteristics of GOSIWON-dense areas in Seoul, we used a list of GOSIWON and created a distribution map. With that, we were able to confirm the location of GOSIWON-dense areas. We clarified the characteristics of such areas by comparing the distribution and the type of GOSIWON from step 2. The number of GOSIWON in Seoul increased more than 1.5 times over a 5-year period starting in 2010. There was an increasing trend in all 25 districts of Seoul; however, the concentration in Gwanak-gu, Dongjak-gu, Gangnam-gu, Dongdaemun-gu, Seodaemun-gu, and Yeongdeungpo-gu was particularly conspicuous. The situation was similar in Sillim-dong, Gwanak-gu, but there were large-scale GOSIWON in Noryangjin-dong, Dongjak-gu. We also confirmed that there were more facilities dedicated exclusively to GOSIWON in Noryangjin-dong than in other areas. In Sillim-dong, which has the largest number of GOSIWON, facilities with GOSIWON of the same size were widely distributed. In Noryangjin-dong, facilities for exclusive use of GOSIWON of various sizes and combined facilities were densely distributed in a relatively small area. By contrast, Yeoksam-dong and other areas were unlike Sillim and Noryangjin-dong in that a relatively small number of large GOSIWON were broadly distributed. In GOSIWON-dense areas, there were no significant differences in the private space in GOSIWON, but there were differences in the shared spaces within GOSIWON. Notably, in Noryangjin-dong, there were many GOSISAENG (examinee of public employee examination); they had study spaces in addition to common areas, such as a kitchens and toilets. We next intend to examine the actual use of regional facilities related to daily life. Our aim is to clarify the use of GOSIWON by residents of GOSIWON-dense areas.

著者

佐藤 智美 佐藤 俊明 川瀬 博 植竹 富一

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.63, no.506, pp.83-92, 1998-04-30 (Released:2017-02-02)

参考文献数

32

被引用文献数

2 2

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Using more than two hundred JMA-87 type strong-motion records we show that pseudo-velocity response spectra are noticeably different from Fourier acceleration spectra in several occasions because response spectra are sensitive to other frequency components or attenuation due to dispersion but insensitive to duration. Therefore, regression coefficients such as magnitude coefficients, attenuation coefficient, and site amplification factors for response spectra and Fourier spectra show clear differences. We conclude that physical characteristics of strong motion cannot always be represented by the regression coefficients for response spectra.