structural health monitoring of the golden gate bridge

46
Structural Health Structural Health Monitoring Monitoring of the Golden Gate Bridge of the Golden Gate Bridge Sukun Kim, David Culler Sukun Kim, David Culler James Demmel, Gregory Fenves, James Demmel, Gregory Fenves, S S teve teve G G laser laser Thomas Oberheim, Shamim Pakzad Thomas Oberheim, Shamim Pakzad UC Berkeley UC Berkeley NEST Retreat NEST Retreat Jan 15, 2004 Jan 15, 2004

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Structural Health Monitoring of the Golden Gate Bridge. Sukun Kim, David Culler James Demmel, Gregory Fenves, S teve G laser Thomas Oberheim, Shamim Pakzad UC Berkeley. NEST Retreat Jan 15, 2004. Structure Monitoring. Data Acquisition. Data Collection. Processing & Feedback. Overview. - PowerPoint PPT Presentation

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Page 1: Structural Health Monitoring of the Golden Gate Bridge

Structural Health Structural Health MonitoringMonitoring

of the Golden Gate Bridgeof the Golden Gate BridgeSukun Kim, David CullerSukun Kim, David Culler

James Demmel, Gregory Fenves,James Demmel, Gregory Fenves, S Steve teve GGlaserlaser

Thomas Oberheim, Shamim PakzadThomas Oberheim, Shamim Pakzad

UC BerkeleyUC Berkeley

NEST RetreatNEST Retreat

Jan 15, 2004Jan 15, 2004

Page 2: Structural Health Monitoring of the Golden Gate Bridge

Structure MonitoringStructure MonitoringData Acquisition

Data Collection

Processing & Feedback

Page 3: Structural Health Monitoring of the Golden Gate Bridge

OverviewOverview

Low cost structure monitoringLow cost structure monitoring - Monitor - Monitor structure, and analyze the health of structure, and analyze the health of structure based on sensed data at low coststructure based on sensed data at low cost For Golden Gate Bridge, monitor vibration of For Golden Gate Bridge, monitor vibration of

bridge, and detect unusual behavior by wind, bridge, and detect unusual behavior by wind, earthquake, or local damageearthquake, or local damage

Extend reach of Wireless Sensor Network Extend reach of Wireless Sensor Network in a different direction – in a different direction – high fidelity high fidelity samplingsampling High accuracy, high frequency with low jitter, High accuracy, high frequency with low jitter,

large amount of datalarge amount of data

Page 4: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 5: Structural Health Monitoring of the Golden Gate Bridge

Accelerometer BoardAccelerometer Board

ADXL 202E Silicon Designs 1221L

Type MEMS MEMS

Number of axis 2 1

Range -2G ~ 2G -0.1G ~ 0.1G

System noise floor

200(μG/√Hz) 30(μG/√Hz)

Price $10 $150

Crossbow donates Crossbow donates manufacture and testmanufacture and test

On board 16bit ADCOn board 16bit ADC Low-pass filterLow-pass filter

Page 6: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 7: Structural Health Monitoring of the Golden Gate Bridge

HighFrequencySamplingHighFrequencySampling

Made by David GayMade by David Gay Up to 6.67KHz with 4 bytes sampleUp to 6.67KHz with 4 bytes sample MicroTimer – Supports one timer, MicroTimer – Supports one timer,

micro second level granularitymicro second level granularity BufferLog – Has two buffers. One is BufferLog – Has two buffers. One is

filled up by upper layer application filled up by upper layer application while the other buffer is written to while the other buffer is written to flash memory as a background taskflash memory as a background task

Page 8: Structural Health Monitoring of the Golden Gate Bridge

Jitter Test (1KHz, 5KHz, Jitter Test (1KHz, 5KHz, 6.67KHz)6.67KHz)

450 460 470 480 490 500 510 520 530 540 550-1

0

1

2

3

4

5

6

7

8

9

10Interval: 1000ms

Sample

Jitt

er (

us)

450 460 470 480 490 500 510 520 530 540 550-1

0

1

2

3

4

5

6

7

8

9

10Interval: 200ms

Sample

Jitt

er (

us)

450 460 470 480 490 500 510 520 530 540 550-1

0

1

2

3

4

5

6

7

8

9

10Interval: 150ms

Sample

Jitt

er (

us)

Peak to Peak is time to fill Peak to Peak is time to fill up bufferup buffer

Spiky portion is time to Spiky portion is time to write buffer to flashwrite buffer to flash

Can sample as long as the Can sample as long as the former is larger than the former is larger than the latterlatter

Page 9: Structural Health Monitoring of the Golden Gate Bridge

Jitter Test HistogramJitter Test Histogram(1KHz, 5KHz, 6.67KHz)(1KHz, 5KHz, 6.67KHz)

-1 0 1 2 3 4 5 6 7 8 9 100

100

200

300

400

500

600

700

800

900

1000Interval: 1000ms

Jitter (us)

Sam

ple

-1 0 1 2 3 4 5 6 7 8 9 100

100

200

300

400

500

600

700

800

900

1000Interval: 200ms

Jitter (us)

Sam

ple

-1 0 1 2 3 4 5 6 7 8 9 100

100

200

300

400

500

600

700

800

900

1000Interval: 150ms

Jitter (us)

Sam

ple

Jitter is within 10µsJitter is within 10µs Peak at 625ns – Peak at 625ns –

Wakeup time from Wakeup time from sleep modesleep mode

Page 10: Structural Health Monitoring of the Golden Gate Bridge

Jitter AnalysisJitter AnalysisSampling

Other job

Non-preemptible portion (atomic section) Preemptible task portion

Jitter

Sample

C C+T(k1) C+T(k2) . . .

F(k2)

F(k3)

Page 11: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 12: Structural Health Monitoring of the Golden Gate Bridge

Large-scale Reliable Data Large-scale Reliable Data TransferTransfer

4Byte of data and 4Byte of time stamp 4Byte of data and 4Byte of time stamp at 100Hzat 100Hz in in 100 nodes, transfer 40pkt/s 100 nodes, transfer 40pkt/s – Sample data for 5 minutes, and – Sample data for 5 minutes, and collect data for more than 5 hours!!!collect data for more than 5 hours!!!

Efficient and reliable data transfer is Efficient and reliable data transfer is crucialcrucial

RAM to RAM RAM to RAM one-hop one-hop transfer is transfer is implemented as a building blockimplemented as a building block - - LRXLRX

Page 13: Structural Health Monitoring of the Golden Gate Bridge

LRX component LRX component (continued)(continued)

Explicit open Explicit open handshakehandshake - - Data Data description and size description and size of cluster is sent as a of cluster is sent as a transfer requesttransfer request

Data transfer is Data transfer is composed of multiple composed of multiple rounds. In each rounds. In each round, sender sends round, sender sends packets missing in packets missing in the previous roundthe previous round

Tear-down is implicitTear-down is implicit

Sender Receiver

Open

Ack forOpen

Ack forData

DataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DONEDONE

Page 14: Structural Health Monitoring of the Golden Gate Bridge

Considering loss rate of 3%, actual relative Considering loss rate of 3%, actual relative throughput is 91%, which is higher than 85% throughput is 91%, which is higher than 85% of channel utilization ratio. This is because of channel utilization ratio. This is because control packets do not follow 10 packets/s.control packets do not follow 10 packets/s.

TThrottle hrottle for for data packet data packet is is fixed at 10 pfixed at 10 pkt/skt/s

Optimal caseOptimal case: : window size window size is is infiniteinfinite

For the case For the case with window with window size 16, size 16, throughput is throughput is 88% of optimal 88% of optimal case.case.

Page 15: Structural Health Monitoring of the Golden Gate Bridge

As loss rate increases, retransmission As loss rate increases, retransmission increases, and throughput decreasesincreases, and throughput decreases

Page 16: Structural Health Monitoring of the Golden Gate Bridge

Channel UtilizationChannel Utilization

TOS_Msg

LRX (only data)

LRX (Window Size 16)

Total Data (bytes) 36 36 613Meta Data (bytes) 7 10 197Real Data (bytes) 29 26 416Channel Utilization

(%)78.38 72.22 67.86

Comparison to TOS_Msg (%)

100 89.66 84.24 LRX (data only) is the theoretical limit of LRX LRX (data only) is the theoretical limit of LRX (when window size is infinite)(when window size is infinite)

UUssage age LRX lowers channel utilization by 15% LRX lowers channel utilization by 15%

Page 17: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 18: Structural Health Monitoring of the Golden Gate Bridge

Signal ProcessingSignal Processing As an analog signal processing low-pass As an analog signal processing low-pass

filter is usedfilter is used, which filters high , which filters high frequency noisefrequency noise

For accelerometer board, low-pass filter For accelerometer board, low-pass filter with threshold frequency 25Hz is used. with threshold frequency 25Hz is used. Then ADC should sample at frequency Then ADC should sample at frequency much higher than 50Hz by Nyquist much higher than 50Hz by Nyquist theorem, and imperfect low-pass filtertheorem, and imperfect low-pass filter

As a digital signal processing, As a digital signal processing, averaging is used. If noise follows averaging is used. If noise follows Gaussian distribution, by averaging N Gaussian distribution, by averaging N numbers, noise decreases by a factor of numbers, noise decreases by a factor of sqrt(Nsqrt(N))

Page 19: Structural Health Monitoring of the Golden Gate Bridge

System IdentificationSystem Identification IIdentifying model of target systemdentifying model of target system By matching input to system and output By matching input to system and output

from system, we can construct a from system, we can construct a mathematical system modelmathematical system model..

Usual process is Usual process is (1) (1) fitting a general fitting a general Box-Jenkins multi-input multi-output Box-Jenkins multi-input multi-output model to sampled data. model to sampled data. (2) (2) And natural And natural frequencies, damping ratios and mode frequencies, damping ratios and mode shape are then estimated using the shape are then estimated using the estimated Box-Jenkins model.estimated Box-Jenkins model.

Most part of system identification is Most part of system identification is under development on civil engineering under development on civil engineering sideside..

Page 20: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 21: Structural Health Monitoring of the Golden Gate Bridge

ConclusionConclusion New challenges are analyzed which are New challenges are analyzed which are

brought by structure monitoring to brought by structure monitoring to wireless sensor networkwireless sensor network High accuracy accelerometer, high High accuracy accelerometer, high

frequency sampling with low jitter, low-frequency sampling with low jitter, low-pass filter, averaging, large-scale reliable pass filter, averaging, large-scale reliable data collectiondata collection

Temperature

GravityVariation

AccelerometervariationAcoustic

Noise

nG

μG

mG

G

Challenges versus Accuracy

Local DamageDetection

Large ScaleEarthquake

Nuclear TestDetection

TrafficIdentification

nG

μG

mG

G

Possible Applications versus Accuracy

Page 22: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 23: Structural Health Monitoring of the Golden Gate Bridge

Challenges & Future Challenges & Future WorkWork

Calibrating acceleration value to Calibrating acceleration value to temperaturetemperature

TTime synchronizationime synchronization – RBS, TPSN – RBS, TPSN To maximize utility of channel, we need to To maximize utility of channel, we need to

monitor channel quality (loss rate), and monitor channel quality (loss rate), and throttle packet injection rate accordinglythrottle packet injection rate accordingly

Using LRX as a building block, multi-hop Using LRX as a building block, multi-hop data collection need be implementeddata collection need be implemented

TASKTASK

Page 24: Structural Health Monitoring of the Golden Gate Bridge

At the Golden Gate At the Golden Gate BridgeBridge

Page 25: Structural Health Monitoring of the Golden Gate Bridge

QuestionsQuestions

http://www.cs.berkeley.edu/~binetude/ggbhttp://www.cs.berkeley.edu/~binetude/ggb

Page 26: Structural Health Monitoring of the Golden Gate Bridge

Backup SlidesBackup Slides

Page 27: Structural Health Monitoring of the Golden Gate Bridge

Cost ComparisonCost Comparison

Conventional piezoelectric Conventional piezoelectric accelerometer with PC system costs accelerometer with PC system costs $40,000$40,000

Budget for structure monitoring Budget for structure monitoring budget is $1,000,000 levelbudget is $1,000,000 level

Wireless sensor network with MEM Wireless sensor network with MEM accelerometer costs $500accelerometer costs $500 Cheaper by a factor of 100Cheaper by a factor of 100

Page 28: Structural Health Monitoring of the Golden Gate Bridge

Shaking Table TestShaking Table Test

0 2 4 6 8 10 12 14 16 18

-0.5

-0.4

-0.3

-0.2

-0.1

0

0.1

Low resolution Sensor, Test1, 0.5Hz

Time (sec)

Accele

ration (

g)

0 2 4 6 8 10 12 14 16 18

-0.5

-0.4

-0.3

-0.2

-0.1

0

0.1

High resolution Sensor, Test1, 0.5Hz

Time (sec)

Accele

ration (

g)

0 2 4 6 8 10 12 14 16 18

-1

-0.5

0

0.5

1

Low resolution Sensor, Test4, Increasing frequency

Time (sec)

Accele

ration (

g)

0 2 4 6 8 10 12 14 16 18

-1

-0.5

0

0.5

1

High resolution Sensor, Test4, Increasing frequency

Time (sec)

Accele

ration (

g)

Silicon Design 1221L is more quite, but Silicon Design 1221L is more quite, but less sensitive to dynamic movementless sensitive to dynamic movement

Page 29: Structural Health Monitoring of the Golden Gate Bridge

Noise Floor TestNoise Floor Test

0 2 4 6 8 10 12

x 105

-0.12

-0.1

-0.08

-0.06

-0.04

-0.02

0

0.02

0.04Time plot, Test 1 (McCone Hall) vs. Test 2 (Vault), Quiet Environment

Sample Number

Acc

eler

atio

n (g

)

Blue – Seismic VaultBlue – Seismic Vault Red – McCone HallRed – McCone Hall

Page 30: Structural Health Monitoring of the Golden Gate Bridge

Jitter Analysis Jitter Analysis (continued)(continued)

Assume that the probability of timer event occurring at any Assume that the probability of timer event occurring at any point in atomic section i is same, then jitter will follow point in atomic section i is same, then jitter will follow C+X(i).C+X(i).

Since jitter distribution of every atomic section begins from Since jitter distribution of every atomic section begins from C, the frequency is highest near C and decreases as moving C, the frequency is highest near C and decreases as moving farther. And frequency drop at C+T(i) by F(i), since atomic farther. And frequency drop at C+T(i) by F(i), since atomic section i will not have any distribution beyond C+T(i).section i will not have any distribution beyond C+T(i).

Actually there is a peak at C, because when program is in Actually there is a peak at C, because when program is in preemptible section, it will immediately service timer event preemptible section, it will immediately service timer event after context switch time C.after context switch time C.

Jitter

Sample

C C+T(k1) C+T(k2) . . .

F(k2)

F(k3)

T(i): execution time T(i): execution time of atomic section iof atomic section i

X(i): a random X(i): a random variable uniformly variable uniformly distributed in [0, T(i)]distributed in [0, T(i)]

C: context switch C: context switch timetime

F(i): frequency of F(i): frequency of occurrence of atomic occurrence of atomic section isection i

Page 31: Structural Health Monitoring of the Golden Gate Bridge

Calculation of Transfer Calculation of Transfer TimerTimer

Let us assume each node store 4Byte of data Let us assume each node store 4Byte of data and 4Byte of time stamp at 100Hz. And assume and 4Byte of time stamp at 100Hz. And assume there are 100 nodes, radio throughput is there are 100 nodes, radio throughput is 1.2KB/s, and data is collected to one base 1.2KB/s, and data is collected to one base station. If acceleration data worthy 5 minutes is station. If acceleration data worthy 5 minutes is collected, each node will transfer 240,000Bytes. collected, each node will transfer 240,000Bytes. 100 nodes will transfer 24,000,000Bytes. Since 100 nodes will transfer 24,000,000Bytes. Since the end link to base station is a bottleneck, it the end link to base station is a bottleneck, it will take more than 5 hours. We can see will take more than 5 hours. We can see bandwidth is narrow compared to aggressive bandwidth is narrow compared to aggressive data sampling. Even if we alleviate this problem data sampling. Even if we alleviate this problem using multi-channel or multi-tier network, still using multi-channel or multi-tier network, still we will be in short of bandwidth.we will be in short of bandwidth.

Page 32: Structural Health Monitoring of the Golden Gate Bridge

LRX componentLRX component

TTransfers one data cluster, which is ransfers one data cluster, which is composed of several blockscomposed of several blocks..

One block fits into one packet, so the One block fits into one packet, so the number of blocks is equal to window number of blocks is equal to window sizesize..

Each data cluster has a data description. Each data cluster has a data description. After looking at data description, After looking at data description, receiver may deny data (receiver already receiver may deny data (receiver already has that data, or that data is not useful has that data, or that data is not useful anymore).anymore).

Page 33: Structural Health Monitoring of the Golden Gate Bridge

SenderSenderIDLE

S_O

S_D

S_A

Timer.fired

More try

Timout / FAIL

clear_mem(ackWin)

encode_ackBuf

update_slotNumWin

init_send

send_open_msg

Timer.start

LRXSend.transfer

Timer.stop

decode_ackBuf

update_slotNumWin

send_data_msg

Timer.start

Timer.start

send_next_data

process_ack_msg

Timer.fired

Timer.fired

Nack / FAIL

Ack

No missing packet /SUCCESS

Missing packet

Last slot

More slot

Ack

More try

Timout / FAIL

Timer.stop

LRXSend.transferDone

send_done

Page 34: Structural Health Monitoring of the Golden Gate Bridge

ReceiverReceiver

IDLE

R_O

R_D

R_A

send_ack_msg(A)

clear_mem(ackWin)

encode_ackBuf

update_slotNumWin

init_receive

Open

Yes

No

Timer.stopOpenData

send_ack_msg(O)

Timer.start

process_open_msg_common

Timer.stop

LRXReceive.acceptedTransferDone

receive_done

Timer.fired / FAIL

Timer.fired / FAIL

Data

Data

Timer.fired / FAIL

Timer.stop

update_slotNumWin

Timer.start

send_ack_msg(D)

Timer.start

write_history

send_ack_msg(D)

Last slot

Not full

Not last slot

Not seen

SeenFull

SUCCESS

process_data_msg

Page 35: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Open

Ack forOpen

Ack forData

DataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DONE

DONE

Page 36: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Open

DataBlock 1

DataBlock 2

Open

Ack forOpen

Page 37: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Open

DataBlock 1

DataBlock 2

Open

Ack forOpen

Ack forOpen

Page 38: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Ack forData

DataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DONE

DONE

DataBlock 2

Ack forData

Page 39: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Ack forData

DataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DONE

DONE

DataBlock 4

Ack forData

Page 40: Structural Health Monitoring of the Golden Gate Bridge

Sender ReceiverDataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DONE

DataBlock 4

Ack forData DONE

Page 41: Structural Health Monitoring of the Golden Gate Bridge

Sender Receiver

Ack forData

DataBlock 1

DataBlock 2

DataBlock 3DataBlock 4

DataBlock 2

Ack forData

DataBlock 3

Page 42: Structural Health Monitoring of the Golden Gate Bridge

Why Sender times outWhy Sender times out There are two reasons why only sender times out and There are two reasons why only sender times out and

stimulate receiver for Ack. The first reason is shown in stimulate receiver for Ack. The first reason is shown in Figure 16. If sender doesn’t time out, for a receiver to Figure 16. If sender doesn’t time out, for a receiver to make sure Ack is delivered to sender, receiver should make sure Ack is delivered to sender, receiver should get acknowledgement from sender for Ack itself. This get acknowledgement from sender for Ack itself. This is not good. So it is clear that sender should timeout. is not good. So it is clear that sender should timeout. Given that sender times out, timeout of receiver makes Given that sender times out, timeout of receiver makes no difference except that channel is wasted by no difference except that channel is wasted by unnecessary Ack from receiver. So timeout in only unnecessary Ack from receiver. So timeout in only sender side is desirable. As a second reason, if receiver sender side is desirable. As a second reason, if receiver times out, in case like Figure 18 (if first Data after Ack times out, in case like Figure 18 (if first Data after Ack is lost), second Data always collide with resent Ack of is lost), second Data always collide with resent Ack of receiver. This is not a good phenomenon. Therefore, receiver. This is not a good phenomenon. Therefore, after sending last packet in each round, if after sending last packet in each round, if acknowledgement does not come, sender sends the last acknowledgement does not come, sender sends the last packet in that round again to stimulate packet in that round again to stimulate acknowledgement. However, this does not mean acknowledgement. However, this does not mean receiver has no timeout. Receiver waits sufficient receiver has no timeout. Receiver waits sufficient amount of time, and if nothing happens, it regards the amount of time, and if nothing happens, it regards the situation as a failure.situation as a failure.

Page 43: Structural Health Monitoring of the Golden Gate Bridge

Imperfect Low-pass Imperfect Low-pass FilterFilter

Frequency

Amplitude

Filtering threshold

Page 44: Structural Health Monitoring of the Golden Gate Bridge

Time SynchronizationTime Synchronization Temporal jitter is handled by high frequency Temporal jitter is handled by high frequency

sampling component. Spatial jitter should be sampling component. Spatial jitter should be solved by time synchronization. ITP [8] is a solved by time synchronization. ITP [8] is a time synchronization protocol widely used in time synchronization protocol widely used in Internet. In wireless sensor network, there Internet. In wireless sensor network, there were several studies. In RBS [9], were several studies. In RBS [9], synchronization is done among receivers, synchronization is done among receivers, eliminating sender’s jitter in media access. eliminating sender’s jitter in media access. TPSN [10] put time stamp after obtaining TPSN [10] put time stamp after obtaining channel. This gives even better channel. This gives even better synchronization accuracy than RBS (10μs synchronization accuracy than RBS (10μs compared to 20μs). Still there is a source of compared to 20μs). Still there is a source of jitter at receiver side. As we saw in jitter for jitter at receiver side. As we saw in jitter for sampling, handling interrupt by radio can be sampling, handling interrupt by radio can be delayed by atomic section of other activity. As delayed by atomic section of other activity. As suggested in [10], putting time stamp at MAC suggested in [10], putting time stamp at MAC layer in receiver side will eliminate this jitter.layer in receiver side will eliminate this jitter.

Page 45: Structural Health Monitoring of the Golden Gate Bridge

Table of ContentsTable of Contents OverviewOverview Data AcquisitionData Acquisition

Accelerometer BoardAccelerometer Board High Frequency Sampling & JitterHigh Frequency Sampling & Jitter

Data CollectionData Collection Large-scale Reliable Data TransferLarge-scale Reliable Data Transfer

Signal processing & System Signal processing & System IdentificationIdentification

ConclusionConclusion Challenges & Future WorkChallenges & Future Work

Page 46: Structural Health Monitoring of the Golden Gate Bridge

AcknowledgementAcknowledgement

This work is supported, in part, by This work is supported, in part, by the National Science Foundation the National Science Foundation under Grant No. EIA-0122599.under Grant No. EIA-0122599.