Title:
Probabilistic Analysis of Deflections of Reinforced Concrete Beams
Author(s):
S. Zundelevich and J. Benjamin
Publication:
Symposium Paper
Volume:
31
Issue:
Appears on pages(s):
223-246
Keywords:
beams (supports); creep properties; deflection; loads (forces); Markov processes; mathematical models; probability theory; reinforced concrete; shrinkage; statistical analysis; time; variability
DOI:
10.14359/17927
Date:
1/1/1972
Abstract:
The theory of probability is used to solve the problem of forecasting the delfection of reinforced concrete beams. Nonhomogeneous Markov Processes are described. The development of a probabilistic method is presented in a manner which can be readily applied. In predicting deflections of reinforced concrete beams, a solution of empirical nature is used. The predictions show good agreement with labortary tests.