| Topic : Construction Project Management |
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Posted in Community :
IIT Madras
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Activity:
4 views;
last activity : 07 06 2010 20:18:09 +0000
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Isolation of footing in RCC framed construction
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Why can't we think of isolating the footing in RCC framed structures in cases where bldg height is less than the least lateral spread(width). I feel this would obviate the effect of seismic forces. May be we can have a separation at plinth level having two plinth bands or a beams separated by a thin layer of plastic strip in 2 layers? |
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