Influence of diaphragm modelling on the dynamic performance of a reinforced concrete high-rise building

International Conference on Noise and Vibration Engineering (ISMA 2018) | SEPTEMBER 2018
Niels Savnik, MSc, EIT | Design Engineer
The present study investigated the dynamic behaviour of an irregular 32-storey reinforced concrete, Vancouver-style, high-rise, podium tower by assessing the influence of the floor diaphragm modelling stiffness assumptions on the structure’s modal properties.