@article{oai:kitami-it.repo.nii.ac.jp:00008097, author = {木村, 浩士 and 宮森, 保紀 and 三上, 修一 and 山崎, 智之 and 大島, 俊之}, journal = {構造工学論文集 A}, month = {Mar}, note = {Structural monitoring is expected to improve accuracy of seismic performance evaluation of existing structures. Vibration monitoring data is suitable for composing dynamic numerical model and ambient vibration data are available instead of limited number of seismic data. In this study, a steel cable stayed bridge is modeled based on ambient vibration data and its bearing are represented in bilinear model. Validity of the model is confirmed by dynamic response analysis for recorded minor seismic waves. Then large seismic ground motions are input to the model and different action of bearing is confirmed. Hence the entire responses of the bridge are reasonable for each seismic input by using the proposed model.}, pages = {317--328}, title = {振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析}, volume = {55A}, year = {2009} }