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...

Full-scale shake table investigations are strongly required to understand the actual performance of storage racks and improve rack design guidelines. This paper presents results full-scale tests on New Zealand standard frames with two-bay two-level determine dynamic characteristics a structure measure damping system. The experimental program was conducted in three phases. First, identification ...