Project Kick-off: Pokemon Jazz // Sensor Report Onur Demir
Pokemon Detector
For their new application Pokemon Jazz, Niantic want to extend the Pokemon’s hunt to the real world. In this game, the users will be able to detect and catch Pokemon thanks to physical stimuli based on their attack. For this application, the players will use an extra platform (KL25 FRDM XTrinscics) that can be plugged on their smartphone. That platform will be able to detect the physical signals caused by the Pokemon’s attacks during one hour. Gotta Catch 'Em All !!!
Vibration is a mechanical phenomenon whereby oscillations occur about an equilibrium point. The word comes from Latin vibrationem ("shaking, brandishing"). The oscillations may be periodic, such as the motion of a pendulum—or random, such as the movement of a tire on a gravel road. here in this Presentation we can understand various vibration measurement instruments and their principals.
Structural Health Monitoring platform presentation at NI week 2016IRS srl
Structural design or assessment, Damage detection and assessment,Maintenance and retrofitting of existing structures, structural control during earthquakes (using semi-active systems). Historic buildings, due to their structural features, construction techniques and used materials, are particularly vulnerable to earthquake actions;
Structural Health Monitoring: The paradigm and the benefits shown in some mon...Full Scale Dynamics
SHM systems for civil infrastructure have two broad purposes and
neither is about damage detection:
For diagnosis, to:
• Prove structural fitness for purpose
• Check novel systems of construction/structural forms
• Validate structural modifications & mitigation measures
• Track structural loads/overloads/extreme responses
• Evaluate ’servicability’ –e.g. user comfort/safety
• Provide a feedback loop to design and loading codes
For prognosis
• Assess structural safety after trauma (e.g. earthquake/impact/bridge scour)
• Track long term degradation to aid maintenance decisions
• Detect ’damage’? –In rare cases outside lab and simulation: please tell me!
• Provide warning of impending failure? (and then bury the incident)
Project Kick-off: Pokemon Jazz // Sensor Report Onur Demir
Pokemon Detector
For their new application Pokemon Jazz, Niantic want to extend the Pokemon’s hunt to the real world. In this game, the users will be able to detect and catch Pokemon thanks to physical stimuli based on their attack. For this application, the players will use an extra platform (KL25 FRDM XTrinscics) that can be plugged on their smartphone. That platform will be able to detect the physical signals caused by the Pokemon’s attacks during one hour. Gotta Catch 'Em All !!!
Vibration is a mechanical phenomenon whereby oscillations occur about an equilibrium point. The word comes from Latin vibrationem ("shaking, brandishing"). The oscillations may be periodic, such as the motion of a pendulum—or random, such as the movement of a tire on a gravel road. here in this Presentation we can understand various vibration measurement instruments and their principals.
Structural Health Monitoring platform presentation at NI week 2016IRS srl
Structural design or assessment, Damage detection and assessment,Maintenance and retrofitting of existing structures, structural control during earthquakes (using semi-active systems). Historic buildings, due to their structural features, construction techniques and used materials, are particularly vulnerable to earthquake actions;
Structural Health Monitoring: The paradigm and the benefits shown in some mon...Full Scale Dynamics
SHM systems for civil infrastructure have two broad purposes and
neither is about damage detection:
For diagnosis, to:
• Prove structural fitness for purpose
• Check novel systems of construction/structural forms
• Validate structural modifications & mitigation measures
• Track structural loads/overloads/extreme responses
• Evaluate ’servicability’ –e.g. user comfort/safety
• Provide a feedback loop to design and loading codes
For prognosis
• Assess structural safety after trauma (e.g. earthquake/impact/bridge scour)
• Track long term degradation to aid maintenance decisions
• Detect ’damage’? –In rare cases outside lab and simulation: please tell me!
• Provide warning of impending failure? (and then bury the incident)
In operational tunnels, whenever there are excavations adjacent to the tunnels, tunnels must be monitored for movements and deflections to prevent permanent damage to the tunnel rings. Once these rings have micro cracks, water seepage occurs and this will lead to longer term issues
Comparative Study on Dynamic Analysis of Irregular Building with Shear WallsEditor IJCATR
South East Asia including Myanmar is situated in secondary seismic belt. Therefore, it is necessary to pay special attention of the
effect of earthquake in designing the high-rise building. Shear walls are very common in high rise reinforced concrete building. In this study,
comparative analysis of high-rise reinforced concrete irregular building with shear walls are present. The frame type of proposed building is
used the special RC moment resisting frame. It belongs to seismic zone 4. This is why, seismic forces are essentially considered in the analysis
of this building and shear walls are also provided to resist seismic forces. Structural members are designed according to ACI Code 318-02. The
structure is analysed by using ETABS v 9.7.1 software. Load consideration is based on UBC-97. All necessary load combinations are
considered in shear walls analysis and frame analysis. In addition wind load, seismic load is considered as external lateral load in the dynamic
analysis. In dynamic analysis; Response Spectrum method is used. In this project, study of 14 storey building is presented with some
investigation which is analyzed by changing various location of shear wall for determining parameters like storey drift, storey shear and storey
moment .
www.parker.com/hfde - Dr. Steve Dye, Business Development and Marketing Manager of Parker Hannifin's Kittiwake Division presented at Hannover Messe 2013. Conclusions of the presentation are that wear debris detection is effective at picking up early signs of damage within wind turbine gear boxes. In addition, particle size increases as severity of damage increases - earliest detection provided by the smallest particles.
Analysis and design of high rise building frame using staad proeSAT Journals
Abstract The Aim of present study “Analysis and design of high rise building by staad pro 2008” is to define proper technique for creating Geometry, cross sections for column and beam etc, developing specification and supports conditions, types of Loads and load combinations. In this study a 30- storey high rise structure is analyzed for seismic and wind load combination using staad pro 2008 and comparison is drawn. Keywords: Analysis, Geometry, Structure, Wind load
A study on seismic performance of high rise irregular rc framed buildingseSAT Journals
Abstract Earthquakes are known as one of the most unpredictable and devastating of all natural disasters, however the unpredictable nature of occurrence of these earthquakes makes it difficult to prevent loss of human lives and destruction of properties, if the structures are not designed to resist such earthquake forces. In this paper attempt has been made to study two types of plan irregularities namely diaphragm discontinuity and re-entrant corners in the frame structure. These irregularities are created as per clause 7.1 of IS 1893:2002(part1) code. Various irregular models were considered having diaphragm discontinuity and re-entrant corners which were analysed using ETABS to determine the seismic response of the building. The models were analysed using static and dynamic methods, parameters considered being displacement, base shear and fundamental natural period. From the present study the model which is most susceptible to failure under very severe seismic zone is found, modelling and analysis is carried out using ETABS. Keywords: Diaphragm, re-entrant, static, dynamic.
ANALYSIS OF WIND & EARTHQUAKE LOAD FOR DIFFERENT SHAPES OF HIGH RISE BUILDINGIAEME Publication
Modern tall buildings have efficient structural systems, and utilize high-strength materials, resulting in reduced building height, and thus, become more slender and flexible with low damping. These flexible buildings are very sensitive to wind excitation and earthquake load causing discomfort to the building occupants. Therefore, in order to mitigate such an excitation and to improve the performance of tall buildings against wind loads and earthquake loads, many researches and studies have been performed. Early integration of aerodynamic shaping, wind engineering considerations,
and structural system selections play a major role in the architectural design of a tall building in order to mitigate the building response to the wind excitations.
Voice, Video and Data: Retrofitting Existing PropertiesMike Whaling
Retrofitting existing properties for voice, video & data services and more. Presented on 11/17/08 at the NMHC Apartment Technology Conference as part of a panel discussion with Mike Kolb of Cautela Solutions.
SEISMIC STRUCTURAL HEALTH MONITORING AND REAL‐TIME DATA BROADCASTING SPECIAL ...Full Scale Dynamics
SEISMIC STRUCTURAL HEALTH MONITORING AND
REAL‐TIME DATA BROADCASTING
SPECIAL SESSION: SS‐3
14th EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING
Chair:
A. Mark Sereci, amsereci@digitexx.com
Digitexx Data Systems, Inc., Scottsdale, Arizona USA
Reviewer:
W. D. Iwan, wdiwan@caltech.edu
CALTECH Pasadena, California USA
The special session will feature presentations of monitoring projects in the US, Canada, Chile
and Macedonia. Topics will cover buildings, bridges, and 3D Dense Array in Ohrid,
Macedonia. About 8 invited contributors will present the state‐of‐the‐art in the field as well
as the data from their installations available on the Internet in real time. A live
demonstration is planned of the 3D Ohrid a
In operational tunnels, whenever there are excavations adjacent to the tunnels, tunnels must be monitored for movements and deflections to prevent permanent damage to the tunnel rings. Once these rings have micro cracks, water seepage occurs and this will lead to longer term issues
Comparative Study on Dynamic Analysis of Irregular Building with Shear WallsEditor IJCATR
South East Asia including Myanmar is situated in secondary seismic belt. Therefore, it is necessary to pay special attention of the
effect of earthquake in designing the high-rise building. Shear walls are very common in high rise reinforced concrete building. In this study,
comparative analysis of high-rise reinforced concrete irregular building with shear walls are present. The frame type of proposed building is
used the special RC moment resisting frame. It belongs to seismic zone 4. This is why, seismic forces are essentially considered in the analysis
of this building and shear walls are also provided to resist seismic forces. Structural members are designed according to ACI Code 318-02. The
structure is analysed by using ETABS v 9.7.1 software. Load consideration is based on UBC-97. All necessary load combinations are
considered in shear walls analysis and frame analysis. In addition wind load, seismic load is considered as external lateral load in the dynamic
analysis. In dynamic analysis; Response Spectrum method is used. In this project, study of 14 storey building is presented with some
investigation which is analyzed by changing various location of shear wall for determining parameters like storey drift, storey shear and storey
moment .
www.parker.com/hfde - Dr. Steve Dye, Business Development and Marketing Manager of Parker Hannifin's Kittiwake Division presented at Hannover Messe 2013. Conclusions of the presentation are that wear debris detection is effective at picking up early signs of damage within wind turbine gear boxes. In addition, particle size increases as severity of damage increases - earliest detection provided by the smallest particles.
Analysis and design of high rise building frame using staad proeSAT Journals
Abstract The Aim of present study “Analysis and design of high rise building by staad pro 2008” is to define proper technique for creating Geometry, cross sections for column and beam etc, developing specification and supports conditions, types of Loads and load combinations. In this study a 30- storey high rise structure is analyzed for seismic and wind load combination using staad pro 2008 and comparison is drawn. Keywords: Analysis, Geometry, Structure, Wind load
A study on seismic performance of high rise irregular rc framed buildingseSAT Journals
Abstract Earthquakes are known as one of the most unpredictable and devastating of all natural disasters, however the unpredictable nature of occurrence of these earthquakes makes it difficult to prevent loss of human lives and destruction of properties, if the structures are not designed to resist such earthquake forces. In this paper attempt has been made to study two types of plan irregularities namely diaphragm discontinuity and re-entrant corners in the frame structure. These irregularities are created as per clause 7.1 of IS 1893:2002(part1) code. Various irregular models were considered having diaphragm discontinuity and re-entrant corners which were analysed using ETABS to determine the seismic response of the building. The models were analysed using static and dynamic methods, parameters considered being displacement, base shear and fundamental natural period. From the present study the model which is most susceptible to failure under very severe seismic zone is found, modelling and analysis is carried out using ETABS. Keywords: Diaphragm, re-entrant, static, dynamic.
ANALYSIS OF WIND & EARTHQUAKE LOAD FOR DIFFERENT SHAPES OF HIGH RISE BUILDINGIAEME Publication
Modern tall buildings have efficient structural systems, and utilize high-strength materials, resulting in reduced building height, and thus, become more slender and flexible with low damping. These flexible buildings are very sensitive to wind excitation and earthquake load causing discomfort to the building occupants. Therefore, in order to mitigate such an excitation and to improve the performance of tall buildings against wind loads and earthquake loads, many researches and studies have been performed. Early integration of aerodynamic shaping, wind engineering considerations,
and structural system selections play a major role in the architectural design of a tall building in order to mitigate the building response to the wind excitations.
Voice, Video and Data: Retrofitting Existing PropertiesMike Whaling
Retrofitting existing properties for voice, video & data services and more. Presented on 11/17/08 at the NMHC Apartment Technology Conference as part of a panel discussion with Mike Kolb of Cautela Solutions.
SEISMIC STRUCTURAL HEALTH MONITORING AND REAL‐TIME DATA BROADCASTING SPECIAL ...Full Scale Dynamics
SEISMIC STRUCTURAL HEALTH MONITORING AND
REAL‐TIME DATA BROADCASTING
SPECIAL SESSION: SS‐3
14th EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING
Chair:
A. Mark Sereci, amsereci@digitexx.com
Digitexx Data Systems, Inc., Scottsdale, Arizona USA
Reviewer:
W. D. Iwan, wdiwan@caltech.edu
CALTECH Pasadena, California USA
The special session will feature presentations of monitoring projects in the US, Canada, Chile
and Macedonia. Topics will cover buildings, bridges, and 3D Dense Array in Ohrid,
Macedonia. About 8 invited contributors will present the state‐of‐the‐art in the field as well
as the data from their installations available on the Internet in real time. A live
demonstration is planned of the 3D Ohrid a
Root cause of Magnetic Humming due to TransformerRekaNext Capital
In Audio Design in cassettes, magnetic head picks up magnetic stray fields and cause irritating humming background noise. The 3rd harmonic of 50 Hz gets amplified when the speaker resonance coincides.
This R&D report validates the root cause. The solution was to have a physcial distance, while the current produced units had a wire loop to create a 150Hz pickup coil to phase cancellation manually tuned at PCB.
Assessment of the dynamic characteristics of the Helix Bridge at Marina Bay, ...RekaNext Capital
Modal testing was carried out to determine
the dynamic properties of the bridge. SysEng
(Singapore) Pte Ltd was commissioned
to undertake the modal testing. Professor James Brownjohn from Full Scale Dynamics Ltd was engaged by SysEng as a technical adviser for the modal testing.
Learned how to convert R&D results into a working Prototype. The PhD program was supported by a U.K. SME Industrial Scholarship from Wolf Safety Lamp Co, Sheffield to develop a Portable High Speed Turbo Generator from 55 Watts to 250 Watts within the same packaging. Starting from magnetic materials of Alnico until Rare Earth Samarium Cobalt with different Rotor Design configurations at TRL3. This project was to develop a full scale TRL5 prototype suitable for the product development launch of the Turbolite Model. The design required the development of an Efficient Electric Power Generator Model, a 2 Dimensional Magnetic Field Finite Element Method (FEM) Model from Maxwell' s Equation with Numerical Methods using Fortran IV and Development of over speed protection electronic techniques. The project was successful launched into a full scale product model by the company. In their website, it is mentioned that that product help the company to grow into an international business.
Proof of Concept project for Singapore PUB Water Reclaimation Plant to track staff for both out-door and in-door. Uses ZigBee and Triangluarization to determine position. Works fairly well, but battery consumption is not good
Chatty Kathy - UNC Bootcamp Final Project Presentation - Final Version - 5.23...John Andrews
SlideShare Description for "Chatty Kathy - UNC Bootcamp Final Project Presentation"
Title: Chatty Kathy: Enhancing Physical Activity Among Older Adults
Description:
Discover how Chatty Kathy, an innovative project developed at the UNC Bootcamp, aims to tackle the challenge of low physical activity among older adults. Our AI-driven solution uses peer interaction to boost and sustain exercise levels, significantly improving health outcomes. This presentation covers our problem statement, the rationale behind Chatty Kathy, synthetic data and persona creation, model performance metrics, a visual demonstration of the project, and potential future developments. Join us for an insightful Q&A session to explore the potential of this groundbreaking project.
Project Team: Jay Requarth, Jana Avery, John Andrews, Dr. Dick Davis II, Nee Buntoum, Nam Yeongjin & Mat Nicholas
As Europe's leading economic powerhouse and the fourth-largest hashtag#economy globally, Germany stands at the forefront of innovation and industrial might. Renowned for its precision engineering and high-tech sectors, Germany's economic structure is heavily supported by a robust service industry, accounting for approximately 68% of its GDP. This economic clout and strategic geopolitical stance position Germany as a focal point in the global cyber threat landscape.
In the face of escalating global tensions, particularly those emanating from geopolitical disputes with nations like hashtag#Russia and hashtag#China, hashtag#Germany has witnessed a significant uptick in targeted cyber operations. Our analysis indicates a marked increase in hashtag#cyberattack sophistication aimed at critical infrastructure and key industrial sectors. These attacks range from ransomware campaigns to hashtag#AdvancedPersistentThreats (hashtag#APTs), threatening national security and business integrity.
🔑 Key findings include:
🔍 Increased frequency and complexity of cyber threats.
🔍 Escalation of state-sponsored and criminally motivated cyber operations.
🔍 Active dark web exchanges of malicious tools and tactics.
Our comprehensive report delves into these challenges, using a blend of open-source and proprietary data collection techniques. By monitoring activity on critical networks and analyzing attack patterns, our team provides a detailed overview of the threats facing German entities.
This report aims to equip stakeholders across public and private sectors with the knowledge to enhance their defensive strategies, reduce exposure to cyber risks, and reinforce Germany's resilience against cyber threats.
Explore our comprehensive data analysis project presentation on predicting product ad campaign performance. Learn how data-driven insights can optimize your marketing strategies and enhance campaign effectiveness. Perfect for professionals and students looking to understand the power of data analysis in advertising. for more details visit: https://bostoninstituteofanalytics.org/data-science-and-artificial-intelligence/
4. Building Movements
Events due to
Earthquakes and Wind
30 September 2009 6:16PM due to Seismic
24 July 2010 10:58 AM due to Seismic
27 July 2009 5:20 PM due to Wind
6. 1. Earthquake Event Details
The 2009 Sumatra earthquakes
occurred just off the southern
coast of Sumatra, Indonesia. The
major shock hit at 17:16:10 local
time on September 30, 2009
(10:16:10 UTC)
Singapore time:
30 September 2009 06:16PM
Latitude : 0.8 S
Longitude: 99.93 E
Magnitude: 7.9
Region: SOUTHERN SUMATERA
map: wikimapia
7. Direction &
Location Details
Tower1 and
Tower2 sensors
got triggered by the
Sumatra
earthquake.
Trigger Time:
30/09/2009 06:56
PM
N-S
N-S
E-W
E-W
1st 2nd
8. Tower
responses
Tower1:
Peak Frequency response is 0
.9 Hz.
Tower1 wind sensor shows
there is no wind during the
event.
Tower2:
Peak Frequency response is1.
0 Hz.
Tower2 wind sensor also not
registered any significant wind
during the event.
TOWER 2
Upper Level
North-South
Lower Level
North-South
Upper Level
East-West
Lower Level
East-West
Vibration (Hz): 1.0 1.0 1.0 1.0
Max Acceleration (g):
With BPF (0.05Hz - 10.00Hz)
0.012 0.003 0.012 0.003
Max ground displacement
(cm):
1.4 0.8 1.8 0.6
TOWER 1
Upper Level
North-South
Lower Level
North-South
Upper Level
East-West
Lower Level
East-West
Vibration (Hz): 0.9 0.9 0.9 0.8
Max Acceleration (g):
With BPF (0.05Hz - 10.00Hz)
0.008 0.002 0.006 0.002
Max ground displacement
(cm):
1.6 0.4 1.2 0.4
9. Acceleration and
Frequency
Tower: 1 @ Level: 68
Direction:
North - South
Max Acceleration:
8mg
Peak frequency :
0.9Hz Frequency[Hz]
54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20
FourierAmplitude
0.30
0.28
0.26
0.24
0.22
0.20
0.18
0.16
0.14
0.12
0.10
0.08
0.06
0.04
0.02
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.012
0.010
0.008
0.006
0.004
0.002
0.000
-0.002
-0.004
-0.006
-0.008
-0.010
-0.012
10. Tower: 1@ Level: 68
Direction:
East - West
Max Acceleration:
5mg
Peak frequency :
0.9Hz Frequency[Hz]
54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20
FourierAmplitude
0.30
0.28
0.26
0.24
0.22
0.20
0.18
0.16
0.14
0.12
0.10
0.08
0.06
0.04
0.02
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.012
0.010
0.008
0.006
0.004
0.002
0.000
-0.002
-0.004
-0.006
-0.008
-0.010
-0.012
Acceleration and
Frequency
11. Tower: 2@ Level: 62
Direction:
North - South
Max Acceleration:
12mg
Peak frequency :
1Hz
Frequency[Hz]
54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20
FourierAmplitude
0.300
0.280
0.260
0.240
0.220
0.200
0.180
0.160
0.140
0.120
0.100
0.080
0.060
0.040
0.020
Time [sec]
1501401301201101009080706050403020100
Acceleration[g]
0.014
0.012
0.010
0.008
0.006
0.004
0.002
0.000
-0.002
-0.004
-0.006
-0.008
-0.010
-0.012
-0.014
Acceleration and
Frequency
12. Tower: 2 @Level: 62
Direction:
East - West
Max Acceleration:
12mg
Peak Frequency :
1Hz
Time [sec]
1501401301201101009080706050403020100
Acceleration[g]
0.014
0.012
0.010
0.008
0.006
0.004
0.002
0.000
-0.002
-0.004
-0.006
-0.008
-0.010
-0.012
-0.014
Frequency[Hz]
54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20
FourierAmplitude
0.300
0.280
0.260
0.240
0.220
0.200
0.180
0.160
0.140
0.120
0.100
0.080
0.060
0.040
0.020
Acceleration and
Frequency
13. The 2010 Sumatra
earthquakes occurred just off
the north coast of Sumatra,
Indonesia. The major shock
hit at 9:11 AM local time on
July 24, 2010 (2:11 UTC)
Singapore time: 24 July 2010
10:11AM
Latitude : 1.15 N
Longitude: 99.72 E
Magnitude: 6.26
Region: NORTHERN
SUMATERA
map: wikimapia
2. Earthquake Event Details
14. Tower1 and Tower2
sensors got triggered
by the Sumatra
earthquake.
Trigger Time: 24 July
2010 10:58 AM
Direction &
Location Details
N-S
N-S
E-W
E-W
1st 2nd
15. Tower1:
Peak Frequency response is
0.85Hz.
Tower1 wind sensor shows there
is no wind during the event.
Tower2:
Peak Frequency response is
1.1 Hz.
Tower2 wind sensor also not
registered any significant wind
during the event.
Tower2 lower level sensor didn’t
trigger for this event.
Tower 1
Upper Level
North-South
Lower Level
North-South
Upper Level
East-West
Lower Level
East-West
Vibration (Hz): 0.850 1.10 0.848 1.15
Max Acceleration (g):
With BPF (0.05Hz - 5.00Hz)
0.003 0.001 0.002 0.001
Max ground displacement
(cm):
0.30 0.15 0.20 0.20
Tower2
Upper Level
North-South
Lower Level
North-South
Upper Level
East-West
Lower Level
East-West
Vibration (Hz): 1.2 -- 1.10 --
Max Acceleration (g):
With BPF (0.05Hz - 5.00Hz)
0.0015 -- 0.0015 --
Max ground displacement
(cm):
0.15 -- 0.20 --
Tower
responses
16. Tower: 1 @ Level: 68
Direction:
North - South
Max Acceleration:
3mg
Peak frequency :
0.9Hz Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.05
0.04
0.03
0.02
0.01
0
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.004
0.003
0.002
0.001
0
-0.001
-0.002
-0.003
Acceleration and
Frequency
17. Tower: 1@ Level: 68
Direction:
East - west
Max Acceleration:
2mg
Peak frequency :
0.9Hz Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.05
0.04
0.03
0.02
0.01
0
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.002
0.001
0
-0.001
-0.002
Acceleration and
Frequency
18. Tower: 2@Level: 62
Direction:
North - South
Max Acceleration:
2mg
Peak Frequency :
1.2 Hz
Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.02
0.018
0.016
0.014
0.012
0.01
0.008
0.006
0.004
0.002
0
Time [sec]
1501401301201101009080706050403020100
Acceleration[g]
0.002
0.001
0
-0.001
-0.002
Acceleration and
Frequency
19. Tower: 2 @Level: 62
Direction:
East - West
Max Acceleration:
2mg
Peak Frequency :
1.1Hz Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.02
0.018
0.016
0.014
0.012
0.01
0.008
0.006
0.004
0.002
0
Time [sec]
1501401301201101009080706050403020100
Acceleration[g]
0.002
0.001
0
-0.001
-0.002
Acceleration and
Frequency
20. 3. Wind Details
Other than
Earthquakes, Wind
can also cause the
Towers to oscillate.
Tower2 under Wind
condition:
Wind Speed : 12.5 m/s
Wind Direction: 270
(Degree) from West
21. Tower2 sensors got
triggered by the wind.
Trigger Time:
27/07/2009 5:20 PM
Frequency [Hz]
21.91.81.71.61.51.41.31.21.110.90.80.70.60.50.40.30.20.10
FourierAmplitude
0.040
0.035
0.030
0.025
0.020
0.015
0.010
0.005
Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.050
0.045
0.040
0.035
0.030
0.025
0.020
0.015
0.010
0.005
Direction &
Location Details
N-S
E-W
22. Tower2:
Primary Frequency
Response is 0.21 Hz.
Tower2 lower level sensor
didn’t trigger for this event.
Tower1 did not register any
trigger in this period.
Tower 2
Upper Level
North-South
Lower Level
North-South
Upper Level
East-West
Lower Level
East-West
Vibration (Hz): 0.210 -- 0.210 --
Max Acceleration (g):
With BPF (0.05Hz - 5.00Hz)
0.001 -- 0.001 --
Max ground displacement
(cm):
0.515 -- 0.849 --
Tower
responses
23. Tower: 2 @ Level: 62
Direction:
North - South
Max Acceleration:
1mg
Peak Frequency :
0.21Hz
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.002
0.001
0.000
-0.001
-0.002
Frequency [Hz]
21.91.81.71.61.51.41.31.21.110.90.80.70.60.50.40.30.20.10
FourierAmplitude
0.040
0.035
0.030
0.025
0.020
0.015
0.010
0.005
Acceleration and
Frequency
24. Tower: 2@Level: 62
Direction:
East - West
Max Acceleration:
1mg
Peak Frequency :
0.21Hz
Frequency [Hz]
21.81.61.41.210.80.60.40.20
FourierAmplitude
0.050
0.045
0.040
0.035
0.030
0.025
0.020
0.015
0.010
0.005
Time [sec]
1601501401301201101009080706050403020100
Acceleration[g]
0.002
0.001
0.000
-0.001
-0.002
Acceleration and
Frequency