Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/6783
Title: Application of an implicit linear statistical analysis to the estimation of the resistance of a reinforced concrete beam-column
Authors: United States. Defense Nuclear Agency.
Mlakar, Paul F.
Keywords: Concrete beams
Concrete columns
Linear statistical analysis
Reinforced concrete
Statistical analysis
Publisher: Weapons Effects Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; N-78-7.
Description: Miscellaneous paper
Abstract: For the moments of a function of jointly distributed random variables, an approximate solution is derived that does not require an explicit closed form expression for the derivatives of the function. The solution is based on a linear approximation of the implicit functional relation. This technique is applied to the resistance of a reinforced concrete member subjected to combined bending and thrust, and the results are compared with those obtained from Monte Carlo simulations. The variability of this resistance due to fabrication randomness, which plays a central role in the derivation of a reliability-based design safety factor, is also discussed. Next, the larger uncertainty associated with the resistance of a beam-column, whose individual mean parameters must themselves be estimated as in the condition survey of an existing structure of unknown design, is examined. Finally, the importance of factors omitted from the resistance functional relation is considered.
Rights: Approved for public release; distribution is unlimited.
URI: http://hdl.handle.net/11681/6783
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