Based on the orthotropic elastic thin plate theory, the mechanical performance of shear wall subjected to non-planar bending moment acting from the beam was studied.

 
  • 摘要應用正交各向異性彈性薄板理論分析了鋼筋混凝土剪力墻在框架梁傳遞來(lái)的平面外彎矩作用下的力學(xué)行為,得到了節點(diǎn)的轉動(dòng)剛度和墻體有效計算寬度的解析表達式;
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