APPLICABILITY OF AMPLIFICATION FACTOR OF VERTICAL DISTRIBUTION OF SHEAR FORCE COEFFICIENT FOR SEISMICALLY ISOLATED BUILDINGS TO LONG-PERIOD AND LONG-DURATION GROUND MOTIONS

Author:

KOBAYASHI Masahito1,ISHIMOTO Kenya2

Affiliation:

1. Dept. of Architecture, School of Science and Technology, Meiji Univ.

2. Graduate School of Science and Technology, Meiji Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference14 articles.

1. 1) Building Research Institute : Kaiseikenchikukijyunhou no menshin-kankeikitei no gijyutsutekihaikei, 2001.8 (in Japanese) 建築研究所 : 改正建築基準法の構造関係規定の技術的背景, 2001.8

2. 2) Takayama, M., Morita, K. : A Study on the Regulations Design of Base-Isolated Buildings, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures, pp. 473-474, 2002.8 (in Japanese) 高山峯夫, 森田慶子 : 免震建築物告示における上部構造のせん断力係数に関する考察, 日本建築学会大会学術講演梗概集, 構造系, pp. 473-474, 2002.8

3. 3) Iiba, M., Tamura, K., Saruta, M., Nishimura, T., Morikawa, K., Kitamura, Y., Kobayashi, M., Ishihara, T. : Evaluation on Distribution of Story Shear Coefficient for Structural Design of Seismically Isolated Building, Building Research Data, No. 162, 2014.8 (in Japanese) 飯場正紀, 田村和夫, 猿田正明, 西村拓也, 森川和彦, 北村佳久, 小林正人, 石原直 : 免震建築物の設計用地震層せん断力係数に関する検討, 建築研究資料, No. 162号, 2014.8

4. 4) AIJ : Recommendation for the Design of Seismically Isolated Buildings, pp135-138, 2013.10 (in Japanese) 日本建築学会 : 免震構造設計指針, pp. 135-138, 2013.10

5. 5) Kikuchi, M., Ohsawa, T., Kitamura, Y., Koshikawa, T., Ueda, M. : Seismic Load Distribution of Isolated Buildings with Hysteretically-damped Isolation Bearing, Proceedings of annual research meeting Hokkaido Chapter, Architectural Institute of Japan, (AIJ), No. 78, pp. 83-88, 2005.7 (in Japanese) 菊地優, 大澤龍彦, 北村佳久, 越川武晃, 上田正生 : 履歴減衰型積層ゴムを用いた免震建物の設計用せん断力分布に関する研究, 日本建築学会北海道支部研究報告集, No. 78, pp. 83-88, 2005.7

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