- 摘 要
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肖燕旗 （廈門市口口新市區(qū)建設(shè)開發(fā)公司 361012）
[提要] 推導了考慮剪力墻基礎(chǔ)轉(zhuǎn)動變形影響的框剪結(jié)構(gòu)的位移和內(nèi)力計算公式，計算中可將考慮剪力墻基礎(chǔ)轉(zhuǎn)動引起的內(nèi)力增量作為一種不利荷載進行內(nèi)力組合，可按剪力墻基礎(chǔ)的轉(zhuǎn)動剛度修正剪力墻在基礎(chǔ)面的彎矩分配值，使計算結(jié)果更合理。計算公式能較好地與以往的計算方法銜接，可供設(shè)計參考。
[關(guān)鍵詞] 框剪結(jié)構(gòu) 基礎(chǔ)轉(zhuǎn)動 結(jié)構(gòu)分析This article dcduccs the calculating formula of displaccmcnt and intcrnal force of framc-shcar wall structure influcnccd by the rotation dcformation of shcar wall foundation. In calculation, the intcrnal force incrcmcnt can be takcn as dctrimcntal loads for intcrna! force combination, and the bcnding momcnt distribution valucs on the surface of the foundation of shcar wall can be amcndcd according to the rotation rigidity of the foundation of shcar wall, so that the calculating rcsutts can be more rcasonablc. The calculating formula can be joincd with formcr calculating formula rclativcly wcll, and can be rcfcrrcd to dcsign.
Keywords: framc-shcar wall structurc; foundation rotation; intcrnal force
