1992年10月
混合型逆定式化による建築骨組‐杭‐地盤連成系の地震時設計ひずみに対する剛性設計
日本建築学会構造系論文報告集
- ,
- ,
- 巻
- 号
- 440
- 開始ページ
- 43
- 終了ページ
- 56
- 記述言語
- 日本語
- 掲載種別
- 出版者・発行元
- 一般社団法人日本建築学会
A new seismic stiffness design method is developed for a building frame-pile-soil system. The interaction system consists of a representative frame, a pile and a free-field soil model. A closed form solution is derived to a hybrid inverse eigenmode problem for a specified fundamental frequency and eigenmode strain. The solution is shown to be useful and efficient for developing a direct method of seismic stiffness design of the building frame-pile-soil system. This is essentially a procedure for solving a hybrid inverse problem such that the member stiffnesses are to be found for specified mean maximum member strains or stress ratios and for a specified pile-soil system under design spectrum-compatible earthquakes. Design examples are presented to demonstrate the usefulness of this design method. Time-history analysis is performed to demonstrate the validity and accuracy of this design method.
- リンク情報
- ID情報
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- ISSN : 0910-8025
- J-Global ID : 200902088351543295
- CiNii Articles ID : 110004089883
- CiNii Books ID : AN10040177