High tall buildings are more susceptible to dynamic excitations such as wind and seismic excitations. In this paper, design procedure and some current applications of tuned mass damper (TMD) were studied. TMD was proposed to study response of 20 storey height building to seismic excitations using time history analysis with and without the TMD. The study indicates that the response of structur...

A framework for the probabilistic finite element model updating based on measured modal data is presented. The described applied to a seven-storey building made of cross-laminated timber panels. experimental estimates forced vibration test are used in process updating. First, generalized Polynomial Chaos surrogate derived representing map from parameters eigenfrequencies and eigenvectors. To ov...