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Structural Health Monitoring For High Rise Building due to Wind & Seismic Events

Structural Health Monitoring for High Rise Buildings

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Page 1: Structural Health Monitoring for High Rise Buildings

Structural Health Monitoring

For

High Rise Building

due to Wind & Seismic Events

Page 2: Structural Health Monitoring for High Rise Buildings

Monitoring

System

Setup in the

Sail@Marina

for the Two

Towers

Page 3: Structural Health Monitoring for High Rise Buildings

Monitoring

Setup in the

Sail@Marina

for Two

Towers

Page 4: Structural Health Monitoring for High Rise Buildings

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

Page 5: Structural Health Monitoring for High Rise Buildings

Mode shapes from Republic Plaza

from Ambient Tests

Page 6: Structural Health Monitoring for High Rise Buildings

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

Page 7: Structural Health Monitoring for High Rise Buildings

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

Page 8: Structural Health Monitoring for High Rise Buildings

Tower

responsesTower1:

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 2Upper 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 1Upper 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

Page 9: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

plitu

de

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

Accele

ratio

n [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

Page 10: Structural Health Monitoring for High Rise Buildings

Tower: 1@ Level: 68

Direction:

East - West

Max Acceleration:

5mg

Peak frequency :

0.9HzFrequency [Hz]

54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20

Fo

uri

er

Am

plitu

de

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

Accele

ratio

n [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

Page 11: Structural Health Monitoring for High Rise Buildings

Tower: 2@ Level: 62

Direction:

North - South

Max Acceleration:

12mg

Peak frequency :

1HzFrequency [Hz]

54.84.64.44.243.83.63.43.232.82.62.42.221.81.61.41.210.80.60.40.20

Fo

urie

r A

mp

litu

de

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

Acc

eler

atio

n [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

Page 12: Structural Health Monitoring for High Rise Buildings

Tower: 2 @Level: 62

Direction:

East - West

Max Acceleration:

12mg

Peak Frequency :

1Hz

Time [sec]1501401301201101009080706050403020100

Acc

eler

atio

n [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

Fo

uri

er

Am

plitu

de

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

Page 13: Structural Health Monitoring for High Rise Buildings

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

Page 14: Structural Health Monitoring for High Rise Buildings

Tower1 and Tower2

sensors got triggered

by the Sumatra

earthquake.

Trigger Time: 24 July

2010 10:58 AM

Direction &

Location DetailsN-S

N-S

E-W

E-W

1st 2nd

Page 15: Structural Health Monitoring for High Rise Buildings

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 1Upper 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

Tower2Upper 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

Page 16: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

pli

tud

e

0.05

0.04

0.03

0.02

0.01

0

Time [sec]1601501401301201101009080706050403020100

Accele

ratio

n [

g]

0.004

0.003

0.002

0.001

0

-0.001

-0.002

-0.003

Acceleration and

Frequency

Page 17: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

pli

tud

e

0.05

0.04

0.03

0.02

0.01

0

Time [sec]1601501401301201101009080706050403020100

Accele

rati

on

[g

]

0.002

0.001

0

-0.001

-0.002

Acceleration and

Frequency

Page 18: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

plitu

de

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0

Time [sec]1501401301201101009080706050403020100

Accele

rati

on

[g

]

0.002

0.001

0

-0.001

-0.002

Acceleration and

Frequency

Page 19: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

plitu

de

0.02

0.018

0.016

0.014

0.012

0.01

0.008

0.006

0.004

0.002

0

Time [sec]1501401301201101009080706050403020100

Accele

rati

on

[g

]

0.002

0.001

0

-0.001

-0.002

Acceleration and

Frequency

Page 20: Structural Health Monitoring for High Rise Buildings

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

Page 21: Structural Health Monitoring for High Rise Buildings

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

Fo

uri

er

Am

pli

tud

e

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

Fo

urie

r A

mp

litu

de

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

Page 22: Structural Health Monitoring for High Rise Buildings

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 2Upper 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

Page 23: Structural Health Monitoring for High Rise Buildings

Tower: 2 @ Level: 62

Direction:

North - South

Max Acceleration:

1mg

Peak Frequency :

0.21Hz

Time [sec]1601501401301201101009080706050403020100

Ac

ce

lera

tio

n [

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

Fo

uri

er

Am

pli

tud

e

0.040

0.035

0.030

0.025

0.020

0.015

0.010

0.005

Acceleration and

Frequency

Page 24: Structural Health Monitoring for High Rise Buildings

Tower: 2@Level: 62

Direction:

East - West

Max Acceleration:

1mg

Peak Frequency :

0.21HzFrequency [Hz]

21.81.61.41.210.80.60.40.20

Fo

uri

er

Am

pli

tud

e

0.050

0.045

0.040

0.035

0.030

0.025

0.020

0.015

0.010

0.005

Time [sec]1601501401301201101009080706050403020100

Ac

ce

lera

tio

n [

g]

0.002

0.001

0.000

-0.001

-0.002

Acceleration and

Frequency