Staad.Pro V8i-Dynamic Response Spectrum Seismic Analysis-Video Training <br /> <br />Chapter-1 <br /> <br />What is Earthquake <br />Types of Seismic Waves <br />Classification <br />Seismotonics of India <br />Earth Quake Zone <br />GENERAL EFFECTS OF EARTHQUAKES <br />Types of Damage and reason <br />Effects of Earthquakes <br />Site Selection <br />Building Construction Materials <br />Horizontal and Vertical Shaking of a Structure <br />Building Planning | Earthquake Resistant Buildings <br />Earthquake Resistant Techniques <br />EARTHQUAKE EFFECTS ON TALL BUILDINGS <br />EARTHQUAKE BANDS IN RC <br />Necessity of Earthquake analysis in STAAD? <br />Dynamic Analysis as per seismic/Earthquake code --IS 1893 <br /> <br /> <br />Chapter-2 <br /> <br />IS 1893-2002 Provisions /IBC/UBC <br />STAAD Engine How Operates for RS Seismic-Dynamic? <br />Discussion on G+13 Projects for Response spectrum Seismic Analysis <br />How to configure different seismic parameters <br />Floor weight for Response Spectrum Seismic <br />Live and Dead Load assigning <br />Seismic code and seismic live load assigning <br />Rule for Load case 1 ,2 &3 <br />How STAAD calculates the Lateral seismic Load? <br />x Calculations <br />Sa/g Concept in RS Seismic <br />Base shear and Seismic lump Weight relations and configuration <br />Response Spectrum Configuration <br />SPECTRUM DIRECTION LOAD Configuration and formulation <br />Rules for SPECTRUM LOAD In STAAD <br />Analysis /Print config <br />Analysis /Post print --ANALYSIS Results <br />Analysis /Post print --STORY DRIFT <br />Lateral seismic load and seismic code compliance rule <br />RS Analysis as per seismic/Earthquake code --IS 1893 <br />How to check code compliance as per IS 1893-2002 <br />Re assigning design parameters from analysis data <br />Reading critical Analysis data <br />Project-1-G+33 Seismic RS Analysis-Dynamic <br />Project-2-Response spectrum Seismic Analysis on G+101 Structure <br /> <br /> <br /> <br />Chapter-3 <br /> <br />How STAAD Calculates of Base Shear in Dynamic Response spectrum Analysis? <br />Base Shear concept <br />Participation factors <br />Mass participation factor for the mode for a direction <br />Total mass specified for the direction <br />Spectral acceleration for the mode <br />Direction factor specified in the load case <br />How STAAD calculates Bending Moment DIAG. for Dynamic Response Spectrum Load Case? <br />Scale Factor concept while defining Response Spectrum Seismic Analysis? <br />NORMALIZATION FACTOR <br />spectral acceleration or spectral displacement relation with SF <br />Direction Factor concept In Seismic Response Spectrum Analysis? <br />SPECTRUM SRSS <br />Spectral displacement "Sa/g" <br />How to retrieve critical value from the Design? <br />How to get vertical distribution of the total base shear in a Response Spectrum analysis? <br />How Global Reaction and Global Base Shear are different: Clarifying the wrong perception
