非線形動的解析に基づく鉄筋コンクリート橋梁の耐震信頼性評価法

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3800
ファイル
タイトル
非線形動的解析に基づく鉄筋コンクリート橋梁の耐震信頼性評価法
別タイトル
Reliability Assessment of a Reinforced Concrete Bridge Subjected to Seismic Ground Motion base upon Nonlinear Dynamic Analysis
著者
氏名 中山 隆弘
ヨミ ナカヤマ タカヒロ
別名 Nakayama Takahiro
氏名 竹本 康弘
ヨミ タケモト ヤスヒロ
別名 Takemoto Yasuhiro
氏名 熊高 慎二
ヨミ クマタカ シンジ
別名 Kumataka Shinji
キーワード
simulated earthquakes
reinforced concrete pier
material strength
uncertainty
reliability index
NDC
524.7
抄録

In this paper, the relationship between an existing bridge reliability and unpredictable uncertainty of seismic loading is discussed by means of the Monte Carlo simulation technique. First, we carried out the simulation of seismic ground motion on the basis of the non-stationary process model characterized by not only evolutionary spectrum but also non-stationary phase. Second, nonlinear responses of the three span steel girder bridge with two reinforced concrete piers under simulated earthquakes were analyzed by use of general purpose computer program TDAP III. Third, the influence of uncertainty about both concrete strength and yield strength of reinforcement on responses of piers was quantitatively cleared. Finally, reliability indices of the bridge subjected to an assumed strong earthquake ground motion were evaluated by using the second moment method. Moreover, the effect of number of the simulation on reliability indices was numerically investigated.

掲載雑誌名
広島工業大学紀要. 研究編
37
開始ページ
127
終了ページ
134
出版年月日
2003
出版者
広島工業大学
ISSN
13469975
NCID
AA11599110
本文言語
日本語
資料タイプ
紀要論文
著者版フラグ
出版社版
旧URI
区分
it-hiroshima