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The Indonesian government has tried to overcome the emergence of casualties by making regulations about earthquake resistant structures. Various ways are used to reduce building damage due to the earthquake. One of them is by adding bracing system as lateral stiffeners. In this study, an analysis was conducted between concrete buildings without X braces and after the addition of X braces by using static equivalent analysis based on SNI 1726-2012. Then a comparison is made between the displacements that occur to determine the effectiveness of using X braces on reinforced concrete structures. The aim of this study is to evaluating the effect of the earthquake on multi storied reinforced concrete structure before and after using X bracing system. The seismic effect like shear force, story drift, and displacement in reinforced concrete structure before and after using X bracing system was evaluated. The result shows that shear force on each floor was increase before and after the addition of braces on each floor between 8-13%. It appears that the displacement will decrease significantly with the addition of X bracing. The floor displacement before and after the addition of bracing X reduce evenly almost 50%. Keywords—bracing, displacement, earthquake, shear force

The Effect of X Bracing System Addition in Reinforced Concrete Structure as Earthquake Resistant Element