著者
張 建保 深澤 大輔
出版者
一般社団法人日本建築学会
雑誌
日本建築学会北陸支部研究報告集 (ISSN:03859622)
巻号頁・発行日
no.47, pp.268-271, 2004-07-17

栃尾大名行列は、諏訪神社の春の大祭として毎年4月29日に行われ、総勢500人、行列の長さは300mに達する。厄年の25歳と42歳の男性が白丁と呼ばれる白装束姿で参加し、神輿や太鼓・鏡などの担ぎ手となる。この行われる意味は、度重なる洪水で多数の死者が出た葬列を先頭に、雁木通りの市街地に水害をもたらす悪霊を神輿に載せ、諏訪神社に運んで境内を左回り3回を繰り返し、封じ込めて、街の家内安全と商売繁盛、五穀豊穣などを祈願するものである。その開始時期は、牧野侯から恩賞を賜った寛政年間(1789-1801)頃と考えられる。
著者
鈴木 祥之 斎藤 幸雄 樫原 健一 野島 千里
出版者
一般社団法人日本建築学会
雑誌
構造工学論文集. B (ISSN:09108033)
巻号頁・発行日
vol.49, pp.627-633, 2003-03-20

To perform seismic reinforcement for traditional wooden structures, it is essential to evaluate the seismic performance precisely in advance. In this paper, the seismic performance of wooden structures is evaluated by using a simple method that can estimate the maximum displacement response by tracing the bearing capacity-deformation relationships of wooden frame in wide range of deformation under a given seismic response spectrum. A design method of seismic reinforcement based on the seismic performance is also proposed. As a case study, the seismic reinforcement of an existing old temple is illustrated herein. The seismic reinforcement techniques actually employed here are reported in detail. To verify the effect of seismic reinforcement, the seismic performance of the reinforced structure is compared with that of the original structure. The proposed procedure for the seismic reinforcement has advantages of effectively profiting the deformability and toughness of wooden frames and of easily applying existing traditional old wooden structures.
著者
河西 克重
出版者
一般社団法人日本建築学会
雑誌
建築雑誌 (ISSN:00038555)
巻号頁・発行日
vol.112, no.1407, 1997-06-20
著者
五島 利兵衞
出版者
一般社団法人日本建築学会
雑誌
日本建築学会計画系論文報告集 (ISSN:09108017)
巻号頁・発行日
no.365, pp.113-126, 1986-07-30
被引用文献数
2

Since the Pantheon is very important as a prototype of western masonry and a source of design, it has been studied frequently during the Renaissance. The lively interest in antiquity during this period produced directly and indirectly a spate of sketches and studies of the building. However, the fundamental ratio for the building is still obscure. It is true that the geometrical figure on which the rotunda was based is spherical and very simple-as the Renaissance architects realized-. Thus one expects that the key to an understanding will be easily found. But the problem is not as easy as that. Francois Blondel (1617-1686) was among the very first to publish studies of the Pantheon's composition and shape. But Blondel's conceptions are not tenable. The incorrect results are due among other things to the fact that the drawing materials available to Blondel contained certain faults and were imperfect in various ways. In recent years, several additional works have been published. One of these is George Lesser's Gothic Cathedrals and Sacred Geometry (1957), which gives an interesting analysis of the proportioning of the Pantheon (pp.23-26 and pl.19). However, because of the deficiencies in Lesser's drawings, his results are incorrect. Kjeld de Fine Licht analysed the composition of the rotunda in his The Rotunda in Rome, 1966. (pp.194-198 with two figures). In his analysis, he produces two 16-sided figures inscribed within the basic circle following the inner face of the dome. The points of the teeth where the sides of two 16 side-figures intersect mark the outer periphery of the rotunda. This analysis is very complicated. He himself said, "It seemes impossible to demonstrate any simple and exact geometrical connection between the basic circle and the thickness of the wall". In this paper I am glad to state that I have discovered the geometrical rule which determines the wall thickness of the Pantheon. This can be done with the following procedure : first, I draw the square incribed in the basic circle, then I draw the smaller circle inscribed in this square. Consequently, a doughnut-like discrepancy results between the smaller circle and the basic circle. This discrepancy is 2-√<2>/4 S (S=span). If the span is 43.251 m, 2-√<2>/4 S is 6.33 m, which equal to a little bit more than the wall thickness of the rotunda. Furthermore, I have devised a method for deciding the dome shell thickness, the angle of inclination of the outer place of the haunch, and the inner diameter of the oculus by using a similar geometrical figure. I believe that this geometrical rule may have been used by the builder of the Pantheon.