FUNDAMENTALS of ENGINEERING SEISMOLOGY MEASURING GROUND MOTION.

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FUNDAMENTALS of ENGINEERING SEISMOLOGY MEASURING GROUND MOTION

The first known instrument for earthquakes measurement is the Chang seismoscope built in China in 132 B.C. Balls were held in the dragons’ mouths by lever devices connected to an internal pendulum. The direction of the epicenter was reputed to be indicated by the first ball released. MEASURING EARTHQUAKES

Jargon seismoscope – an instrument that documents the occurrence of ground motion (but does not record it over time) seismometer – an instrument that senses ground motion and converts the motion into some form of signal accelerometer – a seismometer that records acceleration, also known as strong ground motion geophone – another name for a seismometer, commonly used in active source seismology

More Jargon seismograph – a system of instruments that detects and records ground motion as a function of time seismogram – the actual record of ground motion produce by a seismograph seismometry – the design and development of seismic recording systems data logger – device that converts analog to digital signal and stores the signal

Chronology of Instrumentation 132 – first seismoscope (Heng, China) 1751 – seismoscope which etched in sand (Bina, Italy) 1784 – first attempt to record ground motion as a function of time using a series of seismoscopes (Cavalli, Italy) 1875 – first true seismograph (Cecchi, Italy)

Chronology of Instrumentation 1889 – first known seismogram from a distant earthquake is generated (Rebeur-Paschwitz, Germany) 1914 – first seismometer to use electromagnetic transducer to sense ground motion (Galitzin, Russia) 1969 – first digital seismograph (data recorded in discrete samples on a magnetic tape) (U.S. researchers) 1990s – broadcast of real time seismic data via internet

How Seismometers Work Fundamental Idea: To record ground motion a seismometer must be decoupled from the ground. If the seismometer moves with the ground then no motion will be recorded. Since the measurements are done in a moving reference frame (the earth’s surface), almost all seismic sensors are based on the inertia of a suspended mass, which will tend to remain stationary in response to external motion. The relative motion between the suspended mass and the ground will then be a function of the ground’s motion Havskov and Alguacil

Principles of seismographs Doors in CAR College (swing on tilted axis)

The current is proportional to the mass velocity Electro-magnetic sensor. Velocity transducer: moving coil within a magnetic field Havskov and Alguacil

Analog Strong-Motion Accelerographs 11USGS - DAVID BOORE

Analog accelerographs Three important disadvantages of analog accelerographs: 1.Always triggered by a specified threshold of acceleration which means the first motions are often not recorded 2.The limitation of natural frequency of analog instruments. They are generally limited to about 25 Hz. 3.It is necessary to digitize the traces of analog instruments as they record on film or paper (most important disadvantage as it is the prime source of noise) These instruments produce traces of the ground acceleration against time on film or paper. Most widely used analog instrument is the Kinemeterics SMA-1 Dr. Sinan Akkar Strong Ground Motion Parameters – Data Processing 12

Modern seismic monitoring

Modern Seismometers A conductive (metallic) mass is decoupled from surrounding magnets inside a protective casing. Ground motion causes the mass to move relative to the surrounding magnetic field. This creates an electric current with an amplitude that is proportional to the velocity of the mass.

Modern Seismometers This electric current is transmitted to a digitizer which converts the analog (continuous) signal to a digital (discrete) signal. Each discrete observation of the current is written to a computer disk along with the corresponding time. These times series’ are downloaded to computers and processed/analyzed.

Digital accelerographs Digital accelerographs came into operation almost 50 years after the first analog strong motion recorders. Digital instruments provide a solution to the three disadvantages associated with the earlier accelerographs: 1. They operate continuously and by use of pre-event memory are able to retain the first wave arrivals. 2. Their dynamic range is much wider, the transducers having natural frequencies of 50 to 100 Hz or even higher 3. Analog-to-digital conversion is performed within the instrument, thus obviating the need to digitize the records. Dr. Sinan Akkar Strong Ground Motion Parameters – Data Processing 16USGS - DAVID BOORE

Sensitivity The sensitivity of seismometers to ground motion depends on the frequency of the motion. The variation of sensitivity with frequency is known as the instrument response of a seismometer.

The amplitude and frequency range of seismic signals is very large. The smallest motion of interest is limited by the ground noise. The smallest motion might be as small as or smaller than 0.1 nm. What is the largest motion? Considering that a fault can have a displacement of 10 m during an earthquake, this value could be considered the largest motion. This represents a dynamic range of (10/ ) = This is a very large range and it will probably never be possible to make one sensor covering it. Similarly, the frequency band starts as low as Hz (earth tides) and could go to 1000 Hz. These values are of course the extremes, but a good quality all round seismic station for local and global studies should at least cover the frequency band 0.01 to 100 Hz and earth motions from 1 nm to 10 m. Amplitude and frequency range Havskov and Alguacil

It is not possible to make one single instrument covering this range of values and instruments with different gain and frequency response are used for different ranges of frequency and amplitude. Sensors are labeled e.g. short period (SP), long period (LP) or strong motion. Today, it is possible to make instruments with a relatively large dynamic and frequency range (so called broad band instruments (BB) or very broad band (VBB)) and the tendency is to go in the direction of increasing both the dynamic and frequency range. Havskov and Alguacil

From IASPEI-NMSOP

Instrument Response Seismometers that are sensitive to ground motions with high frequencies are called short-period seismometers. They are useful for recording nearby (within 2000 km) earthquakes and are also used in active source seismic experiments. Seismometers that are sensitive to ground motions with long frequencies are called long-period seismometers. They are useful for recording teleseismic earthquakes, normal modes, and earth tides.

Instrument Response The most advanced seismometers are called broadband seismometers and can record both high and low frequencies – they record over a broad band of frequencies. Broadband seismometers are much more expensive, and more easily damaged, than short period seismometers.

z(t)= y(t)-x(t) relative displacement Spring force Damping force Damping oscillator constants: Mechanical sensor Dino Bindi

Input harmonic motion (frequency domain) Mechanical sensor Dino Bindi

Havskov and Alguacil accelerometer From displacement to velocity and to acceleration: divide by the frequency (remove a zero from the origin) From mechanical seismometer to velocity transducer and to accelerometer, multiply by the frequency (add a zero in the origin) Flat response in accelerationLow sensitivity in displacement

Displacement at very low frequencies produce very low accelerations (, where x is the ground displacement and f the frequency). It is therefore understandable why it is so difficult to produce seismometers that are sensitive to low frequency motion. Today, purely mechanical sensors are only constructed to have resonance frequencies down to about 1.0 Hz (short period sensors), while sensors that can measure lower frequencies are based on the Force Balance Principle (FBA) of measuring acceleration directly.

Force-balance (Servo) Sensors The force-balance accelerometer is shown below where a pendulous, high-magnetic permeability mass is hung from a hinge. The "down" or "null position" is detected by the null detector and the counterbalancing force is provided by a magnetic coil.

“Broadband” seismometers (velocity sensors, using electronics to extend the frequency to low values) are starting to be used in engineering seismology: the boundary between traditional strong-motion and weak- motion seismology is becoming blurred (indistinct, fuzzy).

Digital strong-motion recording Broadband: nominally flat response from dc to at least 40 Hz –But noise/ baseline problems can limit low-frequency information –High-frequency limit generally not a problem because these frequencies are generally filtered out of the motion by natural processes (exception: very hard rock sites) High dynamic range (ADC 16 bits or higher) Pre-event data usually available

ADC (Analog-digital conversion) Quanta (least digital count) Q = 2Y/2 N Where ±Y = full-scale range and N = number of bits used in ADC Dynamic Range (DR) DR(decibels) = 20 log Y/Q = 20 log 2 (N-1)

Examples Y = 2g = 2*981 cm/s/s N = 12 bits Q =.96 cm/s 2 DR = 66 db N = 24 bits Q = cm/s 2 DR = 138 db

Magnification curves Not shown: broadband (0.02—DC sec) Note notch, due to Earth noise; this noise can be seen in recordings from modern broadband instruments. 35

Seismic Sensors and Seismometry, Prof. E. Wielandt, Dr. C. Milkereit

From New Manual of Seismological Observatory Practice- P. Bormann Editor

Analogue and Digital Records of small earthquake from Adjacent Instruments at Procisa Nuova (Italy) P-arrival lost in analog recording

Summary The first legitimate seismometer was built in The first seismogram of a distant earthquake was recorded in The first digital seismometers were deployed in the early 1970s. The first broadband seismometers were deployed in the 1980s

Summary Seismometers record motions as small as m, at frequencies of about Hz to 100 Hz. There are over 10,000 seismometers around the world that are continually recording ground motion.

Seismograms Seismograms are records of Earth’s motion as a function of time.

Seismograms Seismograms record ground motion in terms of –displacement –velocity –acceleration Normally a seismometer samples ground motion about 20 times per second (20 Hz), but this number can be as high as 500 Hz. Modern accelerometers sample at 200 sps.

Seismograms are composed of “phases”

Seismograms Ground motion is a vector (whether it is displacement, velocity or acceleration), so it takes 3 numbers to describe it. Thus, seismometers generally have three components: –Vertical (up is positive) –North-South (north is positive) –East-west (east is positive) } horizontals

Components of Motion There are simple mathematical operations that allow seismologists to rotate (abstractly) the horizontal components: N EW S earthquake seismometer Original Coordinate System

Components of Motion There are simple mathematical operations that allow seismologists to rotate (abstractly) the horizontal components: N EW S earthquake seismometer Modified Coordinate System The new components are called: (1) Radial, R (2) Transverse, T Radial Transverse

Oaxaca, Mexico earthquake recorded by seismometer in Alaska.

Networks and Arrays

Broad-band Seismograph Networks

Many networks of instruments, both traditional “strong-motion” and, more recently, very broad-band, high dynamic- range sensors and dataloggers

Kyoshin Net (K-NET) Japanese strong motion network digital instruments installed after the Kobe earthquake of 1995 free field stations with an average spacing of 25 km velocity profile of each station up to 20 m by downhole measurement data are transmitted to the Control Center and released on Internet in 3-4 hours after the event more than 2000 accelerograms recorded in 4 years

Reminder: Play Chuettsu and Tottori movies

Chuetsu

Tottori

A number of web sites provide data from instrument networks But no single web site containing data from all over the world. An effort is still need to add broad-band data into the more traditional data sets.

57USGS - DAVID BOORE

58USGS - DAVID BOORE

59USGS - DAVID BOORE

60USGS - DAVID BOORE

NGA - WEB SITES – DATABASES

END