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Type of<br />

Input Data<br />

Type of Data<br />

Processing<br />

Type of Data<br />

Classification<br />

Type of Data<br />

Analysis<br />

Type of Derived<br />

Parameters<br />

Type of Plots<br />

Ambient<br />

Vibration<br />

Analysis<br />

In-Plane<br />

Flexural<br />

Frequencies<br />

Time-Series Plots of All Raw<br />

& Processed Data<br />

Acc-R(3D)<br />

at one<br />

or two<br />

Sections<br />

Design &<br />

As-Built<br />

Stay Cable<br />

Values<br />

TMU-5<br />

TMU-6<br />

Ane (U3D)<br />

Ane (U2D)<br />

Data Editing<br />

Acceleration<br />

Data Arithmetic<br />

Processing<br />

Selection of<br />

Data at the same<br />

time period as<br />

the acceleration<br />

data considered<br />

Data Editing &<br />

Classification<br />

Vertical<br />

Acceleration<br />

Data<br />

Lateral<br />

Acceleration<br />

Data<br />

Longitudinal<br />

Acceleration<br />

Data<br />

Stay Cable<br />

Temperature<br />

Air<br />

Temperature<br />

Deck &<br />

Tower Winds<br />

Power<br />

Spectrum<br />

Analysis<br />

Coherence<br />

Spectrum<br />

Analysis<br />

Force-Free<br />

Vibration<br />

Analysis<br />

Decay Motion<br />

Identification<br />

Time-Averaging<br />

Statistics<br />

Analysis<br />

Out-of-Plane<br />

Flexural<br />

Frequencies<br />

Longitudinal<br />

Flexural<br />

Frequencies<br />

Logarithmic<br />

Decrement<br />

Scruton<br />

Number<br />

Maximum, Mean,<br />

Minimum, Standard<br />

Deviation, etc.<br />

Power Spectrum Diagrams<br />

(with Frequencies Extraction<br />

by Peak-Picking)<br />

Coherence Spectrum Diagrams<br />

(between 2 Sections)<br />

Plots of Derived Stay Cable<br />

Frequencies along the Bridge-<br />

Spans & Comparison with<br />

Design & As-Built Values for<br />

checking of Parametric<br />

Effects with Deck & Towers<br />

Plots of Derived Stay Cable<br />

Forces along the Bridge-<br />

Spans & Comparison with<br />

Design & As-Built Values<br />

Plots of Stay Cable<br />

Damping Ratios along the<br />

Bridge-Spans<br />

Plots of Stay Cable<br />

Scruton Numbers along the<br />

Bridge-Spans for checking of<br />

Stay Cable Stability against<br />

Rain-Wind Induced Vibrations<br />

Temperature References in<br />

Stay Cable and Air<br />

Wind References at<br />

Deck-Levels and Tower-Tops<br />

Figure 24 Flow Diagram of Customized Software Tools for Stay Forces Monitoring<br />

Type of<br />

Input Data<br />

Type of Data<br />

Processing<br />

Type of Data<br />

Classification<br />

Type of Data<br />

Analysis<br />

Type of Derived<br />

Parameters<br />

Type of Plots<br />

Ten<br />

Data Editing<br />

Ten Data<br />

Classification<br />

Tsing Yi<br />

Data<br />

Stonecutters<br />

Data<br />

Time-Averaging<br />

Statistics<br />

Analysis<br />

Correlation<br />

Analysis with<br />

Wind Speeds &<br />

Temperature<br />

Tendon Force<br />

Correlation of Tendon<br />

Force & Wind Speeds<br />

or Temperature<br />

Time-Series Plots of All Raw<br />

& Processed Data<br />

Tendon Force Distribution<br />

in Tsing Yi Deck<br />

Tendon Force Distribution<br />

in Stonecutters Deck<br />

Correlation Plots of Tendon<br />

Force and Wind Speeds<br />

Tendon<br />

Design<br />

Values<br />

Correlation Plots of Tendon<br />

Force and Temperature<br />

Hourly, Daily, Monthly &<br />

Annual Variation of<br />

Individual Tendon<br />

TMU-4<br />

TMU-6<br />

Ane (U3D)<br />

Ane (U2D)<br />

Selection of<br />

Data at the same<br />

time period as<br />

the acceleration<br />

data considered<br />

Data Editing &<br />

Classification<br />

Air & Deck<br />

Temperature<br />

Deck &<br />

Tower Winds<br />

Time-Averaging<br />

Statistics<br />

Analysis<br />

Maximum, Mean,<br />

Minimum, Standard<br />

Deviation, etc.<br />

Temperature References in<br />

Air and Concrete Deck<br />

Wind References at<br />

Deck-Levels and Tower-Tops<br />

Figure 25 Flow Diagram of Customized Software Tools for Tendon Forces Monitoring<br />

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