“Computational Civil Engineering - "Intersections" International Journal

“Computational Civil Engineering 2005”, International Symposium 552.3 The loadsTables should be numbered and centered written with Times New Romanfont, 10 points, without vertical lines20kN/m3.6 m40kN/m3.6 m3.6 m3.6 mSeismic excitation3.6 m3.6 mFigure 4. Santa Monica accelerograme12.0 mFigure 3. Loading2.4 The base isolatorsUse the “Table name” style (Times New Roman font, 10 points, centered, 12 pointsbefore, 6 points after).SI – S 500/54 base isolatorMechanical propertiesVertical load V = 1660.0 kNHorizontal stiffness k e = 2.01 kN/mmGeometrical characteristicsD = 600 mm; t e = 56 mm;H = 164 mm; h = 114 mm;Z = 650 mmFigure 5. FIP INDUSTRIALE base isolator