| Title: | Incremental Response Spectrum Analysis (IRSA Method) | |
|---|---|---|
| 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/O4EtQg | |
| Export As: | Word · PDF | |
Incoming Links
|
Architecture & Structural Engineering (3)
Design Response Spectrum Definition (5.2.1) Determination of Modal Displacement and Performance Point (5B.3) Pushover Analysis |
Hierarchy
Children (11)
Condition to be Shown in Accordance with 5.6.6.1
Non-Statistical Combination Condition (5.6.6.2)
Second-Order Effects (P-δ and P-Δ)
Modal Characteristics Determination
Determination of the Performance Point for Each Vibration Mode and Direction
Determination of Modal Pseudo-Acceleration, Modal Displacement Increment and Constant Scale Factor
Determination of Displacements for Each Direction and Mode
Determination of Internal Forces for Each Direction and Mode
Application of Complete Quadratic Combination (CQC) Rule
Determination of Yielded Hinges and Modified Stiffness Matrix
Condition to be Shown in Accordance with 5.6.6.1
Non-Statistical Combination Condition (5.6.6.2)
Second-Order Effects (P-δ and P-Δ)
Modal Characteristics Determination
Determination of the Performance Point for Each Vibration Mode and Direction
Determination of Modal Pseudo-Acceleration, Modal Displacement Increment and Constant Scale Factor
Determination of Displacements for Each Direction and Mode
Determination of Internal Forces for Each Direction and Mode
Application of Complete Quadratic Combination (CQC) Rule
Determination of Yielded Hinges and Modified Stiffness Matrix
Labels
There are no labels assigned to this page.
Outgoing Links