2020 Volume 26 Issue 63 Pages 508-513
In this paper, I present the experimental results of traditional mud walls subjected to constant amplitude multi-cycle loading. The number of the loading times were considered the earthquake response analysis results of the models. From the experimental results, I examined the strength deterioration and the change of the hysteresis loop. I discussed the strength deterioration factor, which is considered the multi-cycle loading or earthquake motions.
Ethical standards of the publisher (‘Ethical Standards Concerning the Peer Review for the Presentation of Architectural Transactions and Works’)