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《Earthquake Resistant Engineering》 2004-01
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Thickness of Transition Floor Slabs for Masonry Buildings with Bottom Frames

Pan Zhenxin et al.  
Under the earthquake action, the horizontal forces induced by the rigid structure above the bottom frames are transmitted through the transition floor slabs to have adequate in - plane flexural rigidity. A reasonable slab thickness will not only ensure the integral stability of the structure, but also prevent excessive strength reserve or individual weak points.
【CateGory Index】: TU318
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