Parametric Analysis of the Sensitivity of a Prestressed Concrete Beam Using the DOE Simulation Technique
The paper presents the method of simplified parametric analysis of the sensitivity of a pre-tensioned concrete beam. The presented approach is based on the DOE (design of experiments) data collection which is simulation technique allowing for identification of variables deciding about the effectiven...
Main Authors: | Woliński Sz., Pytlowany T. |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2019-12-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/ace.2019.65.issue-4/ace-2019-0049/ace-2019-0049.xml?format=INT |
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