Damping Earthquake and Wind Energy in Tall Building by Frictional Semi-Active Dampers

This article will optimize the brace in Abaqus (analyzing software) in order to find best place and length of the brace at the corner of frame and also will recommend how many braces are needed for tall buildings in order to resist lateral and shear forces. This report is broken down into 5 different sections. The first section introduces problems that tall buildings are facing to and will give some different solutions to those problems. Thenext section would explain four comment solutions in more details. The following section explains methods that were used in Abaqus software and also it will describe the assumptions that have been made in order to model the object in to the software. In result section outlines of different input commands has been applied within Abaqus software. Final sections contain a discussion and conclusion about those results.

Keywords:

earthquake , damper , abaqus , tall building