- 摘 要
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楊曉亮
（上海城鄉(xiāng)建筑設計院有限公司，上海 201103）[摘要] 為滿足建筑需要，許多房屋中經常使用轉換結構，形成上下柱偏位。在構件尺寸較大的情況下，傳統(tǒng)的線形結構力學模型已經無法正確反映實際的受力情況，此時，應使用其他方法對轉換部位節(jié)點進行精確的受力分析，就常規(guī)的結構力學驗算方式和考慮構件尺寸因素的彈性力學驗算方式進行了內力分析和配筋結果比較，得到更準確、更符合實際情況的分析結果。
[關鍵字] 柱偏位；節(jié)點受力分析；彈性力學
中圖分類號：TU311.4 文獻標識碼：A 文章編號：1002-848X(2012) Sl-0780-03Internal force analysis on the node when the column deflects
Yang Xiaoliang
( Shanghai Chengxiang Arclutectural Design Institute Co., Ltd., Shanghai 201103, China)Abstract: Transfer structure is alway used for architecture in many buildings. Then, this will make the column deflects. But the traditional linear structural mechanics model can't express the actual inemal force when the size of components is big. So we need to analyze the inemal force in other way to get an exact result. In this thesis, the calculation results of intemal force between structural mechanics and elasticity mechanics were compared to get the more exact result.
Keywords: deflection column; stress analysis on the node; elasticity mecharucs
