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Name the beam members as B1 and B2 and the column members as C1 and C2 and their cross sections are definedIndia has witnessed some of the worlds greatest earthquake in recent centuryThey also assist in distributing inertial loads due to vertical response during earthquakesIn Function Name edit box, type IS 1893 RS HSCreate a clipboard You just clipped your first slide! Clipping is a handy way to collect important slides you want to go back to laterClick the OK button in that form to accept the newly defined load patternsAfter applying correction type 0.67 for EQ-X load case and type 0.52 for EQ-Y in Scale Factor edit box as shown in figure for EQ-X load case (Figure 4.22) Figure: 4.22 Defining EQ-X (after correction) 4.11 ANALYZE THE MODEL AFor each mode, a response is read from the design spectrum, based on modal frequency and the modal mass2.4.1.2 FLEXIBLE DIAPHRAGM 13 14 An increase in ultimate concrete strainSelect Define> load combination to access the load combinations according to IS CODEClick the Convert to User Defined button which will display the response-spectrum formBTo overcome the above difficulties, earthquake response spectrum is the most popular tool in the seismic analysis of structuresThe model, or the number of degree of freedom, should be selected carefully considering the objective of the analysisThe state of Kashmir, western and central Himalayas, North-East Indian region and the Rann of Kutch fall in this zoneFigure: 4.14 Assigning Area Uniform Load to FrameCheck the Structural Output optionDDe su objeto 3D basado grfica de entorno a la amplia variedad de anlisis y diseo opciones completamente integrada a travs de una interfaz de usuario potente, de modelado SAP2000 ha demostrado para ser el propsito general ms integrado, productivo y prctico programa estructural en el mercado de hoyCThese periods of vibration are very important to note in earthquake engineering, as it is imperative that a building's natural frequency does not match the frequency of expected earthquakes in the region in which the building is to be constructedSelect Period Vs Values optionThe result shows the differences in the Seismic Base Shear obtained by both the methods and that is incorporated in terms of base shear correction factor in the analysis256 57Figure 15 shows the dead wall load on all the floorsThe mass matrix [M] for the lumped plane frame model is, Column stiffness of storey K=12EI/ Stiffness of infill is determined by modeling the infill as an equivalent diagonal strut, in which, Width of strut 77 78 089de53caf
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