What are the assumption are made as per IS 1893 for the earthquake resistance design of structure?
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Assumptions that are made as per IS 1893 for the earthquake resistance design of structure were that earthquake is not likely to occur simultaneously with maximum flood or wind or maximum sea waves. The earthquake can lead to massive movements of the ground which are irregular and is, changing in amRead more
Assumptions that are made as per IS 1893 for the earthquake resistance design of structure were that earthquake is not likely to occur simultaneously with maximum flood or wind or maximum sea waves.
The earthquake can lead to massive movements of the ground which are irregular and is, changing in amplitude and period each lasting for a small duration. The Elastic modulus of materials would have the value wherever it is required or might be taken as for static analysis unless a more definite value is available for use in such conditions.
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