日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
同一構造に対し異なる耐震補強を施した重層構造物の減衰特性
湯川 正貴新宮 清志平塚 聖敏
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2010 年 16 巻 32 号 p. 119-124

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Building No. 1, No. 2 and No. 3 at Nihon University were built in the almost same time, and those were made as the earthquake resistant constructions with four stories having the same structures and foundations. After construction, seismic strengthening, repair work for seismic isolation have been carried out, and those are now earthquake resistant construction, seismic strengthening structure and seismic isolation retrofit structure.
Velocities by microtremor observation and vibration experiment by human power were measured by using the velocity detectors, damping ratios were calculated by the random decrement technique, and differences of those damping ratios have been considered.

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© 2010 日本建築学会
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