Adaptation of the total stiffness method to the load distribution of stiffening masonry walls according to Eurocode 6
The internal forces in stiffeningwalls are usually determining by numerical methods. Extreme values of forces and displacements can be achieved without significant problems. The numerical model is always labour-intensive; therefore, it is not used for single-family or multi-family buildings with a s...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Polish Academy of Sciences
2022-03-01
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Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | https://journals.pan.pl/Content/122736/PDF/art15.pdf |