Title: Reduced Design Response Spectrum for Modal Analysis per ASCE 7-16 §12.9.1.2  
Owner: nurgül Kaya
Creator: nurgül Kaya Sept 07, 2020
Last Changed by: oğuzcan hadim Jul 17, 2023
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Architecture & Structural Engineering (11)
    Page: Application of Deflection Amplification Factor per ASCE 7-16 §11.2.1
    Page: Application of Overstrength Factor per ASCE 7-16 §12.2.1
    Page: Conditions Regarding Ductility Levels of Structural Systems per ASCE 7-16 §11.2
    Page: Deflection Amplification Factor per ASCE 7-16 with ideCAD
    Page: Design Response Spectrum for Horizontal Earthquake Effects per ASCE 7-16 with ideCAD
    Page: Ductile Forces per ASCE 7-16 with ideCAD
    Page: Non-Ductile Internal Forces per ASCE 7-16 with ideCAD
    Page: Redundancy Factor per ASCE 7-16 with ideCAD
    Page: Redundancy Factor per ASCE 7-16 §12.3.4
    Page: Response Modification Coefficient for Modal Analysis per ASCE 7-16 with ideCAD
    Page: The Overstrength Factor per ASCE 7-16 with ideCAD
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Children (2)
    Page: Response Modification Coefficient for Modal Analysis per ASCE 7-16 with ideCAD
    Page: Design Response Spectrum for Horizontal Earthquake Effects per ASCE 7-16 with ideCAD
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Time Editor  
Jul 17, 2023 14:45 oğuzcan hadim View Changes
Jul 17, 2023 14:24 oğuzcan hadim View Changes
Sept 20, 2022 10:53 Zeynep Aladağ View Changes
May 04, 2021 08:03 Hakan Şahin View Changes
Jan 25, 2021 15:21 nurgül Kaya  
Outgoing Links
Architecture & Structural Engineering (6)     Page: Combining Horizontal and Vertical Earthquake Effects per ASCE 7-16 with ideCAD
    Page: Vertical Seismic Load Effect per ASCE 7-16 §12.4.2.2
    Page: The Direction Combination of Horizontal Seismic Load Effect per ASCE 7-16 with ideCAD
    Page: Load Combination and Strength Design per ASCE 7-16 §2.3
    Page: Analysis Procedure Selection per ASCE 7-16 §12.6
    Page: Design Response Spectrum for Horizontal Earthquake Effects per ASCE 7-16 with ideCAD