![]() Accordingly, in this study G+40 storey steel building is varied with double diagonal bracing and chevron bracing along with varying positioning of outrigger location, in a high risk seismic zone IV and soil type II. In this study, in order to control the lateral drift, it is proposed to add a set of outrigger trusses at various storey level and to locate the optimum location. However structures taller than 8-storey are prone to lateral drift amplification due to the higher mode effects. ![]() By employing the braced frame system, the damage is more uniformly distributed over the height. Braced frame structures provide high stiffness and moderate ductility.
0 Comments
Leave a Reply. |