RC造建物の耐震性能評価に用いる各種静的漸増解析プログラムの解析結果のばらつき比較

概要

論文の詳細を見る
Static nonlinear analysis and dynamic analysis is executed in structural design as slight precise method for seismic performance evaluation. For these analysis computer programs are used. Because the computer programs are developed by various construction companies, structural design companies or computer programming developers with their own concepts, the analyzed results may have variation even if a same structure is analyzed. The purpose of this study is to investigate how large the variation is and what the main causes of the variation are. The nonlinear static analysis about a 7-story reinforced concrete frame structure is executed by 12 companies using their usually used computer programs for structural design. The difference of their computer programs, the resultant variation of lateral story shear force and flexural strength of structural members are discussed.
社団法人日本建築学会の論文
2001-07-30