SIMPLE CALCULATION METHOD OF ELASTIC AND PLASTIC BEHAVIOR OF MOMENT RESISTANCE TIMBER FRAME
نویسندگان
چکیده
A simple calculation method is proposed for predicting the elastic and plastic behavior of moment resistance timber frames without using non-linear numerical analyses by wire frame modelling. The which have multiple stories spans can be calculated hand or spreadsheets based on flexural stiffness members spring behaviors joints. accuracy been verified comparing results with experiments under several different conditions. This used estimating structural as well analyses.
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ژورنال
عنوان ژورنال: Aij Journal of Technology and Design
سال: 2021
ISSN: ['1341-9463', '1881-8188']
DOI: https://doi.org/10.3130/aijt.27.172