EXPERIMENTAL STUDY ON STRUCTURAL DETERIORATION CHARACTERISTICS OF TRADITIONAL MUD WALL SUBJECTED TO CONSTANT AMPLITUDE MULTI-CYCLE LOADING (Part 3) : CASE OF 2P MUD WALL

Abstract

In this paper, we present the experimental results of traditional mud walls subjected to constant amplitude multi-cycle loading. In this study, specimens with wall length in 1,820 mm was adopted. The number of the lording 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.