Title: Conditions Regarding Ductility Levels of Structural Systems per ASCE 7-16 §11.2  
Owner: nurgül Kaya
Creator: nurgül Kaya Sept 07, 2020
Last Changed by: oğuzcan hadim Jul 14, 2023
Tiny Link: (useful for email) https://idecad.atlassian.net/wiki/x/HoIkQw
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Architecture & Structural Engineering (15)
    Page: ASCE 7-16 Strength-Based Design
    Page: Design Coefficients and Factors for Seismic Force-Resisting System per ASCE 7-16 §11.2
    Page: Determination and Limitation of Story Drifts per ASCE 7-16 §12.12
    Page: Determination of Story Drifts per ASCE 7-16 with ideCAD
    Page: Determining the Forces to be Transferred to Foundation per ASCE 7-16 with ideCAD
    Page: Diaphragms, Chords, and Collectors per ASCE 7-17 with ideCAD
    Page: Foundation Design per ASCE 7-16 §12.13
    Page: Increased Structural Height Limit per ASCE 7-16 with ideCAD
    Page: Modal Response Spectrum Analysis and Parameters per ASCE 7-16 with ideCAD
    Page: Scaling Design Values of Combined Response per ASCE 7-16 with ideCAD
    Page: Scaling Design Values of Combined Response per ASCE 7-16 §12.9.1.4
    Page: Shear Wall–Frame Interactive Systems per ASCE 7-16 with ideCAD
    Page: Story Drifts Control Example Calculation
    Page: Story Drifts Control Reports per ASCE 7-16 with ideCAD
    Page: Structural System Selection per ASCE 7-16 with ideCAD
Hierarchy
Children (3)
    Page: Tipping Shear Force Range Control of Shearwalls per ASCE 7-16 with ideCAD
    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
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Time Editor  
Jul 14, 2023 13:25 oğuzcan hadim View Changes
Jul 14, 2023 12:37 oğuzcan hadim View Changes
Sept 20, 2022 07:16 Zeynep Aladağ View Changes
May 18, 2021 04:51 İsmail Hakki BESLER View Changes
May 04, 2021 08:02 Hakan Şahin  
Outgoing Links
Architecture & Structural Engineering (6)     Page: Tipping Shear Force Range Control of Shearwalls per ASCE 7-16 with ideCAD
    Page: Application of Overstrength Factor per ASCE 7-16 §12.2.1
    Page: Redundancy Factor per ASCE 7-16 §12.3.4
    Page: Reduced Design Response Spectrum for Modal Analysis per ASCE 7-16 §12.9.1.2
    Page: Response Modification Coefficient for Modal Analysis per ASCE 7-16 with ideCAD
    Page: Application of Deflection Amplification Factor per ASCE 7-16 §11.2.1