ANALYSIS OF EXTERIOR BEAM-COLUMN CONNECTION ON STRUCTURES OF MARRAKECH SUITES APARTMENT BY USING ABAQUS CAE V6.14 PROGRAM ON THE EARTHQUAKE AREA 4
Henry Apriyatno , Karuniadi Satrijo Utomo , M. Samantha Dewi
Journal Title:INTERNATIONAL JOURNAL OF LATEST RESEARCH IN SCIENCE AND TECHNOLOGY (IJLRST)
The structure of the building planning reinforced concrete building with confined masonry, to the area of beam-column connection is critical area that will need to be design specifically that can be deforming when earthquake occurs it can ductile deformation. The stress-strain relationships of concrete needs to be known in order to obtain a description of the strain stress produced. Research of beam-column joint modeled by using the CDP feature of ABAQUS CAE v6.14 to define the ductile behavior of concrete. Beam-column joint reviewed is an exterior joint with dimensions of beam B14-25 500 x 900 mm, length 3500 mm, beam B16-25 600 x 600 mm, length 6600 mm, column dimensions 600 x 1100 mm, and the total height is 6600 mm. Period boundaries are qualifyed (6,29 second > 5,628 second), conditions of displacement are qualifyed (13,2 cm>6,93 cm), so the structure is resistant to earthquakes. Ductility (µ) values is 5,26, and included in partial ductility (µ= 1,0-5,29). Differences in values on the theoretical strain (Park and Paulay) and numerical strain (ABAQUS CAE v6.14) is 13,91% greater numerical strain than theoretical strain.