%A Wuaten, Hence M %A Parung, Herman %A Amiruddin, A Arwin %A Irmawaty, Rita %D 2020 %T DAKTALITAS KOLOM DIRETROFIT DENGAN WIREMESH AKIBAT BEBAN SIKLIK %B 2020 %9 %! DAKTALITAS KOLOM DIRETROFIT DENGAN WIREMESH AKIBAT BEBAN SIKLIK %K %X The main problem at the time of the earthquake is the damage and failure caused by poor planning and ductality of the structure. One of the efforts that can be made to increase ductality in reinforced concrete columns is to retrofit the plastic hinge area of the column using easily available materials on the market such as wire mesh. The test specimen consisted of 2 square columns of reinforced concrete with a size of 300 x 300 mm and on one of the specimens was retrofit using a wire mesh the size of M6 on the approximate area of the plastic hinge. Specimens tested with cyclic load based on displacement control method. From the test results showed that the column that is retrofited with wire mesh in the plastic hinge area has a much greater capacity to receive cyclic load compared to columns that are not retrofit. In addition, the ductility value of the retrofited column with wire mesh in the plastic hinge area increased from the column that was not retrofit. %U https://ojs.pnb.ac.id/index.php/Proceedings/article/view?path= %J Proceedings %0 Journal Article %& 1 %P 6 %V 1 %N 1 %8 2020-11-29 %7 2020-11-30