著者

平石 久廣 吉益 幸寛 露木 裕史 喜々津 仁密

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.672, pp.259-264, 2012-02-29 (Released:2012-03-07)

参考文献数

6

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This paper studies seismic performance of reinforced concrete buildings under the effect of high wind. Three types of structures of earthquake-resistant construction, damper construction and base isolation construction, two types of seismic force of moderate earthquake and severe earthquake, and three different levels of wind load are investigated.Following items were found through this study; in the case that buildings form plastic hinge mechanism, they deform into one-way and show poor energy consumption, so, their deformation remarkably increases, and this increase is controlled if the damper with the same strength as the wind load is installed in the building.

著者

平石 久廣

出版者

公益社団法人 日本コンクリート工学会

雑誌

コンクリート工学 = Concrete journal (ISSN:03871061)

巻号頁・発行日

vol.36, no.1, pp.11-12, 1998-01-01

著者

大塚 悠里 五十田 博 平石 久廣

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.86, no.790, pp.1664-1673, 2021-12-01 (Released:2021-12-01)

参考文献数

14

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The response analysis was conducted considering the site amplification effect on Japanese conventional wooden houses in metropolitan area in this paper. Then, the general tendency of seismic response of the Japanese conventional wooden houses was investigated from the analytical results. Finally, the wooden houses damage estimation map in the metropolitan area was shown for a disaster prevention material. The major findings obtained in this paper were as follows. 1) If the base shear coefficient was 0.1, the first story's maximum drift angle exceeded the drift angle of 1/20, judged as collapse at all analytical sites in the metropolitan area. If the base shear coefficient was 0.4, response drift angles showed values below the safety drift angle (1/30(rad.)) judged as severe damage in most sites.2) Even if the base shear coefficient was 0.6, the maximum response drift angle was larger than the safety limit drift angles (1/30(rad.)) at some sites in Site class 2 and Site class 3.3) In the Site class 3, it might be possibly less than acceptable drift angle even for houses whose base shear coefficient is not so high, if the site acceleration response spectrum is small within the shorter period less than about 1 second.4) It was not easy for wooden houses to reduce their response at the sites in Site class 2, and the sites judged as Site class 3 closer to Site class 2. 5) The phenomenal above mentioned in items 1)~4) were possibly understood from the acceleration response spectrum considering the site amplification effect.6) From the damage estimation map presented in this paper, it may be understood that the maximum response drift angle was large near Tokyo Bay and Chiba's coast and that the sites where the maximum response drift angle was relatively small were the northern Kanto region, such as western Saitama, southern Ibaraki, Tochigi, and Gunma.