從 PLAXIS 2D 切換到 PLAXIS 3D 時，最大的不同在於3D有非常多的板梁等單元構件，其受力方向變得更複雜及不易取得最大值。同時在 3D 中，彎矩、剪力與軸力是分方向的（例如 M11 與 M22），程式碼相當不好寫，比2D更為複雜 。以下 分享取得plaxis3D下列資料的python程式碼 1. 版單元(RC面板 連續壁或排樁等效或鋼板樁等)的最大剪力 彎矩與軸力 2. 水平支撐anchor或邊坡地錨的各階段最大軸力或預力 3. 橫擋的最大軸力及各階段彎矩 4. 各位技師先進有需要 再跟我說 但仍不建議使用非正版 5. 3D執行 與2D複雜點 有問題 再跟我說 6. 不同版本的參數語法可能會有不同 目前是2025 .1 2024 .1~2024.3 都適用 7. 因一直在3D模型中演算 所以執行取值比2D慢 | 曾展晏
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從 PLAXIS 2D 切換到 PLAXIS 3D 時，最大的不同在於3D有非常多的 …
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1. 剛剛寫好取得plaxis2D的版單元之最大彎矩 剪力 軸力的python程式碼 已可以進行檢核擋土設施及配筋 如動畫的 操作方式 配合前天所提供的內力 變形之關係圖及表格等 以完成所有分析作業 2. 後續再進行 plaxis3D取得內力變形相關程式碼 | 曾展晏
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1. 剛剛寫好取得plaxis2D的版單元之最大彎矩 剪力 軸力的python程式碼 …
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