Pull-out test and numerical simulation of beam-to-wall connection: Masonry in earthen mortar and hardwood timber

A Numerical Simulation Study on the Out-of-Plane Performance of Timber Framework–Brick Wall Systems in Traditional Residential Buildings of Northern China

“…Some scholars have studied the collaborative performance of timber frame walls. Yohei [11] conducted experiments to investigate the pull-out failure of timber and masonry and performed a numerical analysis. The experiments showed that the pressive stress state of the wall and the grouting at the masonry interface effective proved the friction between the masonry and the timber.…”

“…The study showed an improvement in the lateral performance of the with increased stiffness, an increased bearing capacity, and increased energy dissip Vieux [14] investigated the mechanical performance of timber frame filled wall struc It was found that infill walls have a small impact on the structural bearing capaci Some scholars have studied the collaborative performance of timber frames and walls. Yohei [11] conducted experiments to investigate the pull-out failure of timber beams and masonry and performed a numerical analysis. The experiments showed that the compressive stress state of the wall and the grouting at the masonry interface effectively improved the friction between the masonry and the timber.…”