@article{oai:fukuyama-u.repo.nii.ac.jp:00008176,
 author = {根口, 百世 and 南, 宏一},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), After the 1995 Hyogoken-Nanbu Earthquake, seismic evaluation were carried out at every place of the country. It is very important that we understand the seismic performance of the existing buildings for estimation of building damage by earthquake. This paper describes structural seismic index (Is) of Reinforced Concrete school buildings based on the seismic evaluation. The fragility function, which implies the relationship between input earthquake motion intensity and damage probability, is determined from the fitting analyses of damage rate calculated using the statistics of Is of existing buildings and actual inspected ones due to the 1995 Hyogoken-Nanbu Earthquake and so on. The damage rate estimated by our fragility function is well compatible with actual damage rate.},
 pages = {113--120},
 title = {耐震診断結果に基づく既存RC学校校舎の地震被害予測に関する検討},
 volume = {28},
 year = {2004}
}