Learn how to use CFD and FEA simulation together to optimize building designs before construction. This slide deck and webinar focus on using a combination of Natural Frequency Analysis and Vortex Shedding to determine design faults, and how to improve and optimize for quicker results.
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7.
8. BUILDING STRUCTURE – CFD AND MODAL FREQUENCY ANALYSIS
● Question 1
○ What are the modal
frequencies of the main
structure?
● Question 2
○ How does the flow move
around the building and
could the wind loads excite
the structure?
80m
9. WHAT IS A NATURAL FREQUENCY?
● Everything vibrates and has
resonant frequencies
● Some frequencies can cause
parts to ‘sing’. This is a natural
frequency
● A good example is a guitar string
○ Here we want vibration to
occur
● If we understand the vibration,
we can dampen it
10. WHAT IS NATURAL FREQUENCY?
● Everything vibrates and has
resonant frequencies
● Some frequencies can cause
parts to ‘sing’. This is a natural
frequency
● A good example is a guitar string
○ Here we want vibration to
occur
● If we understand the vibration,
we can dampen it
○ This dog seems to have it
handled
11. WHY DOES IT MATTER?
● Here is one example why we need to
know the natural frequencies of a
structure
○ They can be… nasty
(Source: https://giphy.com/gifs/cinemagraphs-bridge-tacoma-duatwzNErHFKw)
13. HOW TO GET STARTED
1. CAD IMPORT
Upload your CAD model
or import it from other cloud
services into SimScale.
2. SIMULATION SETUP
All steps to define and run
a simulation are done
within SimScale.
3
3. DESIGN DECISION
Use simulation insights
to make better and faster
design decisions.
14. SIMULATION SETUP – NATURAL FREQUENCY ANALYSIS
Load Bearing Structure of the Building
Floors
Columns
● Structural skeleton of the building consists of
○ 30 floors at 2.5m intervals
○ 8 columns across the entire length
○ 80m total height
15. SIMULATION SETUP – NATURAL FREQUENCY ANALYSIS
Fixed Support
Material
● Concrete: Entire structure
Boundary Conditions:
● Fixed Support: Bottom faces of the columns
16.
17. RESULTS – NATURAL FREQUENCIES OF THE BUILDING
Mode Frequency
1 0.209739
2 0.218836
3 0.299477
4 0.65987
5 0.679429
6 0.906195
7 1.19709
8 1.22184
9 1.53931
10 1.73041
18. RESULTS – NATURAL FREQUENCIES OF THE BUILDING
Mode Frequency
1 0.209739
2 0.218836
3 0.299477
4 0.65987
5 0.679429
6 0.906195
7 1.19709
8 1.22184
9 1.53931
10 1.73041
19. RESULTS – NATURAL FREQUENCIES OF THE BUILDING
Eigenmode-1
0.209 Hz
Eigenmode-2
0.2188 Hz
Eigenmode-3
0.29944 Hz
Eigenmode-4
0.6598 Hz
21. SIMULATION SETUP – VORTEX SHEDDING ANALYSIS
● Inlet
○ Velocity inlet profile
(maximum velocity of
36.6m/s at 37m from
ground)
● Outlet
○ Pressure outlet
● Side walls
○ Slip (no friction)
Pressure Outlet
Velocity Profile
22. VORTEX FREQUENCY AT DIFFERENT WIND DIRECTIONS
3
Case 1
Wind in x direction
Case 2
Wind at 45 degrees Case 3
Wind at 90 degrees
23. WIND LOAD ANALYSIS
● SimScale will predict the vortex
shedding frequencies for each wind
direction
● Once extracted, we will compare
these frequencies with the modes
from the previous analysis
24.
25. RESULTS – CFD Analysis
Force in Y direction
Oscillations due to vortex shedding
31. RESULTS – CFD vs FREQUENCY RESPONSE
Modal Frequencies (FEA)
Mode Frequency
1 0.209739
2 0.218836
3 0.299477
4 0.65987
5 0.679429
6 0.906195
7 1.19709
8 1.22184
9 1.53931
10 1.73041
11 1.76
12 2.2
13 2.3
14 2.35
15 2.9
CFD Analysis
Flow Direction Force Frequency
x 1.9
x 2.1
x 2.9
45 0.6
45 2
90 2.2
90 2.6
90 2.6
32. CONCLUSION
● There are two modal frequencies that
cross over with the transient wind
loads
○ Internal change
■ Damping
■ Re-design
○ External change
■ Modify building shape