The document describes Civil2012, an integrated solution system for bridge and civil engineering design from MIDAS IT. It provides options for modeling, analysis, and design of structures using various components. These include concrete material modeling, steel design, reinforced concrete design, foundation design, and additional analysis modules for heat transfer, large displacements, dynamic effects, pushover analysis, nonlinear material behavior, time history analysis, and cable bridge analysis. The system allows drag-and-drop modeling and includes reporting functions.
7. Design of Civil Structures using Civil 2012
Node
e
P
P
M=P e
06Integrated Solution System for Bridge and Civil Engineering
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Design of Civil Structures using Civil 2012
Concrete Material
Steel Material
Creep/Shrinkage
Comp.Strenth
RC Design
Steel Design
SRC Design
Composite Design
PSC Design
Rating Design
Concrete Material
Steel Material
Vehicle Load
11. Design of Civil Structures using Civil 2012
“
”
10Integrated Solution System for Bridge and Civil Engineering
RC Design
Steel Design
Foundation Design Design Tool
RC
Civil2012
midas UMD
16. Design of Civil Structures using Civil 2012
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Option 1.
Heat of Hydration Analysis
Analysis Flow
OK
NG
)()( tfctf cusp =
Stage 1 Stage 2 Stage 3
17. Design of Civil Structures using Civil 2012
Option 2.
Large Displacement Analysis
Analysis Flow
OK
NG
16Integrated Solution System for Bridge and Civil Engineering
18. Design of Civil Structures using Civil 2012
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Option 3.
PSC Bridge Design
Total Solution
Step 1
Step 2
Step 3
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18Integrated Solution System for Bridge and Civil Engineering
Option 3.
AutoCAD
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Option 4.
Dynamic Boundary Nonlinear
Analysis
Analysis Flow
21. Design of Civil Structures using Civil 2012
Option 5.
Pushover Analysis
Analysis Flow
OK
NG
20Integrated Solution System for Bridge and Civil Engineering
Step 1 Step 2 Step 3
Pushover
Analysis
Capacity Spectrum
SDOF System
roofΔ
roofΔ
Capacity Curve
MDOF System
transform transform
F
baseV
baseV aS aS
dS nT
Demand Spectrum
aS n,1T
n,2T
dS
dS aS2
2
n
4
T
π
=
Response Spectrum
aS
maxA
maxD
dS
5% Elastic
Spectrum Performance Point
Demand Spectrum
Capacity Spectrum
Yield Point
Node 2
Node 4
Node 6
Node 8
Node 10
Maximum Capacity
Strength
Degradation
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Option 6.
Material Nonlinear Analysis
Analysis Flow
Load Step 3
23. Design of Civil Structures using Civil 2012
Option 7.
Inelastic Time History Analysis
Analysis Flow
22Integrated Solution System for Bridge and Civil Engineering
25. Design of Civil Structures using Civil 2012
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Option 8.
Step 1
OK
NG
Step 2
Step 4 Step 3
26. Design of Civil Structures using Civil 2012
Var.300m 300m
10m 10m 10m
25 http://kor.midasuser.com/Civil