Title: Determination of Displacements for Each Direction and Mode  
Owner: Kemalcan Struja (Unlicensed)
Creator: Kemalcan Struja (Unlicensed) Sept 01, 2020
Last Changed by: Zeynep Aladağ Nov 09, 2022
Tiny Link: (useful for email) https://idecad.atlassian.net/wiki/x/T4EqQg
Export As: Word · PDF  
Architecture & Structural Engineering (7)
    Page: Condition to be Shown in Accordance with 5.6.6.1
    Page: Determination of Modal Pseudo-Acceleration, Modal Displacement Increment and Constant Scale Factor
    Page: Determination of the Performance Point for Each Vibration Mode and Direction
    Page: Incremental Response Spectrum Analysis (IRSA Method)
    Page: Modal Characteristics Determination
    Page: Non-Statistical Combination Condition (5.6.6.2)
    Page: Second-Order Effects (P-δ and P-Δ)
Labels
There are no labels assigned to this page.
Time Editor  
Nov 09, 2022 13:06 Zeynep Aladağ View Changes
Apr 17, 2021 09:06 oğuzcan hadim View Changes
Mar 23, 2021 06:19 Zeynep Aladağ View Changes
Sept 01, 2020 11:23 Kemalcan Struja (Unlicensed)  
Outgoing Links
Architecture & Structural Engineering (9)     Page: Termination of the Pushover Analysis
    Page: Determination of Displacements for Each Direction and Mode
    Page: Determination of Yielded Hinges and Modified Stiffness Matrix
    Page: Determination of Modal Pseudo-Acceleration, Modal Displacement Increment and Constant Scale Factor
    Page: Application of Complete Quadratic Combination (CQC) Rule
    Page: Condition to be Shown in Accordance with 5.6.6.1
    Page: Modal Characteristics Determination
    Page: Determination of Internal Forces for Each Direction and Mode
    Page: Non-Statistical Combination Condition (5.6.6.2)