軸力・2軸曲げを受ける鉄筋コンクリ-ト部材の弾塑性解析方法

スポンサーリンク

概要

• 論文の詳細を見る

• In this paper an analytical method for determining and the numerical results on the axial force and bi-axial bending moment of reinforced concrete members were studied. First, a computer program was developed based on the elasto-plastic theory using the equilibrium equations of horizontal forces and bending moments. Secondly, the mechanical characteristics of the members were examined numerically by the above computer program under various factors. From the results obtained by this analysis, the mechanical characteristics of reinforced concrete members can be better understood, both qualitatively and quantatively.

• 鹿児島大学,カゴシマ ダイガク,Kagoshima Universityの論文

著者

• 松本 進

  鹿児島大 工

関連論文

• 交番載荷を受ける鉄筋の応力・歪について
• FRP材の時間依存特性の評価に関する研究
• 外ケーブル方式プレキャストセグメントPC桁の終局曲げ耐力の解析に関する一考察
• 軸力・2軸曲げを受ける鉄筋コンクリ-ト部材の弾塑性解析方法

スポンサーリンク