掲載雑誌(和):日本地震工学シンポジウム論文集
Vol:11巻
年: 2002年
頁: 1107-1112頁
著者(和): 松井 淳,大友 敬三,河井 正,福本 彦吉
タイトル(和): 鉄筋コンクリート製地中構造物の耐震性能照査法の開発(その3)部材非線形モデルによる耐震性能照査について
抄録(和): -
キーワード(和): 鉄筋コンクリート,部材非線形モデル,変形照査,耐震性能,地中構造物
掲載雑誌(英): THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
著者(英): Jun Matsui, Keizo Ohtomo, Tadashi Kawai, Hikoyoshi Fukumoto
タイトル(英): DEVELOPMENT OF EARTHQUAKE RESISTANT PERFORMANCE VERIFICATION ON REINFORCED CONCRETE UNDERGROUND STRUCTURES PART 3 EARTHQUAKE RESISTANT PERFORMANCE VERIFICATION USING NONLINEAR MEMBER MODEL
抄録(英): We have been conducting a research to obtain the verification data concerning the performance of RC duct-type underground structures subject to strong earthquakes. In this paper, we simulated large-scale laminar shear box excitation test by a dynamic nonlinear FEM and discussed the validity of modeling, by which RC member and soil are defined as hysteresis dependent models (RC : axial force dependent degrading tri-linear model, soil : Ramberg-Osgood model), using joint elements to simulate the interaction along the interface of two materials including the slippage and separation between soil and RC structure. As a result, the proposed analytical method was confirmed to predict the deformational chracteristics of soil and RC structure, as well as damages of RC structures in relation to verification of seismic performance within a practical accuracy.
キーワード(英): Reinforced Concrete, nonlinear member model, ductility-based verification, seismic performance, underground structure
記事区分: -
区分: 委員会論文集