• No uplift while doing Response Spectrum Analysis

    While analyzing a structure for response spectrum seismic loading the response(base reactions, member end forces, etc.), comes to be in absolute value. This is due to the fact that the responses coming out of several modes are combined by using some predefined…

  • Vertical earthquake shaking in the analysis as per IS1893(Part-1)-2016

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: STAAD.Pro Analysis Solution Subarea: Seismic Analysis Original Author: SANJIB DAS, Bentley Global…

  • Torsional Consideration in IS1893 (Part-1) 2016 Equivalent Static Analysis

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: STAAD.Pro Analysis Solutions Subarea: Seismic Analysis Original Author: SANJIB DAS, Bentley Global…

  • Direction Factor (f1, f2 and f3) for Response Spectrum load case for IS 1893(Part-1)-2016

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: STAAD.Pro Analysis Solution Subarea: Response Spectrum Analysis Original Author: SANJIB DAS,…

  • Having Doubt in STAAD Seismic Analysis for New Zealand Project

    Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…
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