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so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000 so sanh giua etabs va SAP2000
Structural analysis of an office building Enache Ovidiu Stefan STRUCTURAL MODEL SAP2000 model ETABS model Building data - circular columns 60 cm - ramp 15 cm - girders 55x25 cm - slab 15 cm - shear walls 20 cm, 25 cm - curtain wall mm Loads - dead load – self weight live load - 4000 N/m2 wind load snow load - 2000 N/m2 seismic load - time history - Santa Monica earthquake Loads combination acc to CR0-2005 1.35 G 1.5Q 1.05 Q G A E 0.4Q Modal analysis Modal analysis Modal analysis ETABS results SAP2000 results Seismic analysis Santa Monica earthquake direction x direction y relative level displacements Girder analysis Walls analysis Stairs ramp analysis Slab analysis ...STRUCTURAL MODEL SAP2000 model ETABS model Building data - circular columns 60 cm - ramp 15 cm - girders 55x25 cm - slab... CR0-2005 1.35 G 1.5Q 1.05 Q G A E 0.4Q Modal analysis Modal analysis Modal analysis ETABS results SAP2000 results Seismic analysis Santa Monica earthquake direction x direction y relative