Tag Archives: staad 2007

Response Spectrum Analysis in STAAD explanation Video

Response Spectrum Analysis in STAAD explanation Video Methodology The design lateral shear force at each floor in each mode is computed by STAAD in accordance with the IS: 1893 (Part 1) -2002 (equation 7.8.4.5c and 7.8.4.5d.) Qik = Ak*fik*Pk*Wi STAAD utilizes the following procedure to generate the lateral seismic loads. User provides the value for… Read More »

STAAD Pro v8i Advanced Training Series

STAAD.Pro v8i Advanced Training Series •Seismic Analysis Using UBC And IBC Codes •Static Seismic Analysis Method on STAAD Pro v8i as per IS1983 – 2002 •Calculating Mode Shapes, Frequencies And Participation factors •Response Spectrum Analysis •Time History analysis of a structure for seismic accelerations •P-Delta Analysis •Buckling Load analysis