Henry Apriyatno, - and Karuniadi Satrijo Utomo, FT Teknik Sipil and M. Samantha Dewi, - (2019) Analysis Of Exterior Beam-Column Connection On Structures Of Marrakech Suites Apatemeny By Using Abaqus Cae V6. 14 Program On The Earthquake Area 4. International Journal of Latest Research in Science and Technology, 8 (1). pp. 12-16. ISSN 2278-5299

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Abstract

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.

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