09-23-2010, 07:00 AM
As far as I know you can't add shear reinforcement for pushover analysis in either of the two software. But you can check the shear force for each step and compare it with the capable shear force.
Possibly Related Threads… | |||||
Thread | Author | Replies | Views | Last Post | |
Response Modification Factor ( R ) via Pushover analysis using SAP2000/ETABS | paladin | 8 | 9,355 |
09-29-2010, 02:29 PM Last Post: paladin |
|
Creating Bi-Linear Curve of Pushover Analysis | paladin | 3 | 4,143 |
09-26-2010, 09:58 PM Last Post: Sumatra |
|
Load Pattern in pushover analysis | paladin | 0 | 2,308 |
09-26-2010, 06:23 AM Last Post: paladin |
|
frame partial fixity springs in SAP2000 or ETABS | ralarcon | 6 | 11,486 |
09-25-2010, 06:37 AM Last Post: parhyang |
|
Pushover in ETABS | elle | 9 | 12,628 |
06-10-2010, 10:14 AM Last Post: hazus |
|
Etabs and Sap2000 Column Design | Ultra Zone | 7 | 9,498 |
01-23-2010, 02:11 PM Last Post: sonidero |