DOI:10.29111/ijlrst ISRA Impact Factor:3.35
Research Paper Open Access
International Journal of Latest Research in Science and Technology Vol.8 Issue 1, pp 12-16,Year 2019
Received : 16 December 2018; Accepted : 25 February 2019 ; Published : 28 February 2019
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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.
Copyright © 2019 Henry Apriyatno et al. This is an open access article distributed under the Creative Commons Attribution 4.0 International (CC BY 4.0) license which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Henry Apriyatno , Karuniadi Satrijo Utomo , M. Samantha Dewi , " Analysis Of Exterior Beam-column Connection On Structures Of Marrakech Suites Apartment By Using Abaqus Cae V6.14 Program On The Earthquake Area 4 ", International Journal of Latest Research in Science and Technology . Vol. 8, Issue 1, pp 12-16 , 2019
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