文档介绍：Seismic Analysis &
Design of
10 Story RC Building
(Modal Response Spectra Analysis)
Using ETABS
(Metric Units)
S, AIT
Table of Content
Objective 5
Problem 5
Step by Step 11
1. Open Existing Model and Unlock Model 11
2. Delete Existing Seismic Static Load Case 14
3. Define Response Spectrum Function 15
4. Specify Response Spectrum Cases 17
5. Run Analysis 21
6. View Modal Analysis Results 24
7. View Results for Response Spectral Analysis 27
8. Run Concrete Frame Design and View Results 36
9. Run Shear Wall Design and View Results 42
ETABS Tutorial Example S, AIT
Objective
To demonstrate and practice step-by-step on modal
response spectra analysis and design of 10 story RC
building.
Problem
Carry out modal response spectra analysis, and
design of 10 story RC building as shown in following
details based on IBC2000.
3D View
Seismic Analysis & Design of 10 Story RC Building (Modal Response Spectra) 5/52
ETABS Tutorial Example S, AIT
Plan View (Unit in m)
m m m
.00 m
6
.00 m
6
.00 m
6
BASE – STORY 7
m m m
.00 m
6
.00 m
6
.00 m
6
STORY 8 – STORY 10
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ETABS Tutorial Example S, AIT
Elevation View
Material Properties for Concrete (Unit in kg and cm)
Seismic Analysis & Design of 10 Story RC Building (Modal Response Spectra) 7/52
ETABS Tutorial Example S, AIT
Section Properties
Member Dimension
Beam (width x Height) 30 x 60 cm
Column 50 x 50 cm
Slab Thickness = 15 cm
Shear wall Thickness = 20 cm
Story Height Data
Story Height
Typical Story m
Story at base of building m
Static Load Cases
Load
Load Type Details Value
Name
Self Weight of Structural Members
Calcul