Title: Response Modification Coefficient for Modal Analysis per ASCE 7-16 with ideCAD  
Owner: nurgül Kaya
Creator: nurgül Kaya Oct 19, 2020
Last Changed by: oğuzcan hadim Jul 17, 2023
Tiny Link: (useful for email) https://idecad.atlassian.net/wiki/x/qoCDSQ
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Architecture & Structural Engineering (15)
    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: ASCE 7-16 Strength-Based Design
    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 Coefficients and Factors for Seismic Force-Resisting System per ASCE 7-16 §11.2
    Page: Determining the Forces to be Transferred to Foundation 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: Structural Systems in Different Directions per ASCE 7-16 with ideCAD
    Page: Structural Systems in the Same Direction per ASCE 7-16 with ideCAD
    Page: The Overstrength Factor per ASCE 7-16 with ideCAD
    Page: Tipping Shear Force Range Control of Shearwalls per ASCE 7-16 with ideCAD
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Time Editor  
Jul 17, 2023 14:57 oğuzcan hadim View Changes
Jul 17, 2023 14:51 oğuzcan hadim View Changes
Jul 17, 2023 14:21 oğuzcan hadim View Changes
Sept 20, 2022 10:46 Zeynep Aladağ View Changes
Feb 22, 2021 15:18 nurgül Kaya  
Outgoing Links
Architecture & Structural Engineering (6)     Page: Analysis Procedure Selection per ASCE 7-16 §12.6
    Page: Vertical Seismic Load Effect per ASCE 7-16 §12.4.2.2
    Page: Load Combination and Strength Design per ASCE 7-16 §2.3
    Page: Combining Horizontal and Vertical Earthquake Effects per ASCE 7-16 with ideCAD
    Page: The Direction Combination of Horizontal Seismic Load Effect per ASCE 7-16 with ideCAD
    Page: Reduced Design Response Spectrum for Modal Analysis per ASCE 7-16 §12.9.1.2