When designed to the seismic load effects, reinforced concrete walls connected by slabs without coupling beams are usually considered cantilever walls. Several recent studies indicated that themselves could provide strong in some cases, and respond differently from To study slab-to-wall piers interaction, a shake table test of half-scale three-story specimen was conducted within HORIZON 2020 SE...

Abstract Recently, the reinforced cement concrete (RCC) frame has been one of most commonly used structural systems for buildings in high seismic region due to its inherent earthquake-resistant property. However, there is still a deficiency understanding RCC building system dynamic behaviour during significant earthquakes. A 1/4th scaled framed structure tested on shake table present study. The...

In general, the stone pagoda structures with discontinuous surfaces are vulnerable to lateral forces and severely damaged by earthquakes. After Gyeongju earthquake in 2016 Pohang 2017, numerous were due slippage, rotation, separation of stacked stone. To evaluate seismic resistance masonry structures, we analyzed behavior using shaking table test. Shaking frequency, permanent displacement, maxi...