SOME SUGGESTIONS

 

 

Following are some suggestions for reducing collapses due to 'Poor structural designs'.

  1. Effect of weakening of soil due to rain water must be considered in structural design of foundations.
  2. Buildings must be structurally designed strong enough to withstand at least as much loads due to earthquakes as specified by building codes.
  3. Strength of soil assumed in structural design calculations must be verified by conducting standard penetration test for each and every foundation before
    concreting takes place.
  4. Structural designs must be independently audited by Structural auditors proposed to be licensed by Building regulatory authorities. Structural auditors must be held
    equally responsible for quality of structural designs.
  5. Committees formed to investigate building collapses must have some members who have good knowledge of structural engineering (e.g. Professors ) but are not from structural engineering profession. This would perhaps help in ensuring that structural design aspects of investigations do not suffer from any professional bias.
  6. Each of the following parties must preserve one copy of 'As built' construction drawings and structural design calculations,
    a. Structural designer,
    b. Structural auditor
    c Local building authority
    d. Owner of the building.

 

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