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STAAD v8i
EARTHQUAKE ANALYSIS BY PSUDEO STATIC METHOD
1. Click on seismic definitions (click on add)
a. Seismic definition window will appear
b. Provide Seismic parameters
c. Select IS 1893:2002
d. Input parameters
Note 1: Here sample values are given for Solapur City
Note 2: User should refer IS 1893: 2002 for respective project
i. Zone:
ii. RF:
iii. I:
iv. SS
v. Type of structure:
vi. DM:
vii. Period in X:
viii. Period in Z:
Click on Add
2. Go to load page
a. Load 1: EQX
b. Load 2: EQZ
c. Dead Load:
Create all dead loads on the structure under consideration
d. Live Load:
Create live load on the structure under consideration (i.e. Floor load)
3. Create the combination of Load Case of (DL + 0.25LL)
a. First freeze lines related to EQ
4. Now assign pin support to all the nodes of beams and column joints. Get the
support reaction from post processor (i.e. RUN ANALYSIS) for combination of
(DL + 0.25 LL) and copy the same from STAAD Pro. to Excel sheet.
5. Now the page will show the table like
Node FX FY FZ MX MY MZ
1
2
3
2
Delete all the columns except Node No. and FY reactions.
6. Now create the table in excel sheet as given below
Node WEIGHT Value
1 WEIGHT
2 WEIGHT
3 WEIGHT
4 WEIGHT
7. Copy above two tables from excel sheet to STAAD Pro. Input file
DIFINE
ZONE
JOINT WEIGHT (we have to type this string)
Paste table from excel
LOAD 1
8. Go to input file defreeze all the string related to EQ
9. Remove the pin supports and assign the fixed support at foundation level
10.Run analysis

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Earthquake analysis by psudeo static method

  • 1. 1 STAAD v8i EARTHQUAKE ANALYSIS BY PSUDEO STATIC METHOD 1. Click on seismic definitions (click on add) a. Seismic definition window will appear b. Provide Seismic parameters c. Select IS 1893:2002 d. Input parameters Note 1: Here sample values are given for Solapur City Note 2: User should refer IS 1893: 2002 for respective project i. Zone: ii. RF: iii. I: iv. SS v. Type of structure: vi. DM: vii. Period in X: viii. Period in Z: Click on Add 2. Go to load page a. Load 1: EQX b. Load 2: EQZ c. Dead Load: Create all dead loads on the structure under consideration d. Live Load: Create live load on the structure under consideration (i.e. Floor load) 3. Create the combination of Load Case of (DL + 0.25LL) a. First freeze lines related to EQ 4. Now assign pin support to all the nodes of beams and column joints. Get the support reaction from post processor (i.e. RUN ANALYSIS) for combination of (DL + 0.25 LL) and copy the same from STAAD Pro. to Excel sheet. 5. Now the page will show the table like Node FX FY FZ MX MY MZ 1 2 3
  • 2. 2 Delete all the columns except Node No. and FY reactions. 6. Now create the table in excel sheet as given below Node WEIGHT Value 1 WEIGHT 2 WEIGHT 3 WEIGHT 4 WEIGHT 7. Copy above two tables from excel sheet to STAAD Pro. Input file DIFINE ZONE JOINT WEIGHT (we have to type this string) Paste table from excel LOAD 1 8. Go to input file defreeze all the string related to EQ 9. Remove the pin supports and assign the fixed support at foundation level 10.Run analysis