Abstract
The purpose of this note is to present an analysis of the probability distribution of the maximum load sustained by a single floor of a building during its lifetime that does not require the adoption of a specific type of distribution. Analysis shows that if the load history is regarded as a random sample from the probability distribution of the load magnitude, the probability distribution of the maximum load sustained by the floor during its life cycle can be calculated using standard results from probability theory.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
