種別 論文
主題 Analytical study on influence of pile modeling on the response behavior of concrete structures
副題
筆頭著者 Rabin TULADHAR(埼玉大学)
連名者1 睦好宏史(埼玉大学)
連名者2 牧剛史(埼玉大学)
連名者3 Aloke RAJBHANDARY(埼玉大学)
連名者4
連名者5〜
キーワード 地盤と構造物の相互作用、Soil-structure interaction、3D finite element analysis、seismic behavior、concrete piers
29
3
先頭ページ 847
末尾ページ 852
年度 2007vol.29
要旨 Seismic behavior of a structure is highly influenced by the response of foundation and ground. In this paper, 3D FEM analysis was carried out on single concrete piles and full-scaled bridge pier considering soil-structure interaction. Comparison between 20-node solid element and 3-node beam element was carried out for the modeling of concrete pile. Verification with full-scale lateral loading test on concrete piles and 3D FEM analysis showed that fiber based beam element can adequately simulate the lateral behavior of pile.
PDFファイル名 029-01-3142.pdf


検索結果へ戻る】 【検索画面へ戻る