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IITK-BMTPC Earthquake Tip 2

             How the ground shakes?                                                                         page 2
                                                                local soil  (Figure  1). They carry distinct information
                                                                regarding ground  shaking;  peak amplitude,  duration of
                                                                strong shaking, frequency  content (e.g., amplitude  of
                                 String                         shaking  associated  with each frequency) and  energy
                        Magnet                                  content (i.e., energy carried by ground shaking at each
                                                                frequency) are often used to distinguish them.
                                   Pendulum Bob                     Peak amplitude (peak  ground acceleration, PGA) is
                             Pen                                physically intuitive. For  instance,  a horizontal PGA
                                                                value of  0.6g (=  0.6  times the  acceleration due  to
            Support                      Rotating
                                         Drum                   gravity) suggests that the movement of the ground can
                                                                cause a maximum horizontal force on a rigid structure
                                                                equal to  60% of its weight. In a rigid structure, all
                            Chart Paper     Direction of        points in  it move with the ground by the same
                                 Ground Shaking Recorded        amount,  and hence experience the  same maximum
                                                                acceleration  of PGA. Horizontal PGA values greater
                                                                than  1.0g were recorded  during the  1994  Northridge
               Figure 3:  Schematic of Early Seismograph
                                                                Earthquake in USA. Usually, strong ground motions
               One such instrument is required in each of the two   carry significant energy  associated with shaking of
            orthogonal horizontal  directions. Of course, for   frequencies in the range 0.03-30Hz (i.e., cycles per sec).
            measuring vertical oscillations, the  string  pendulum               1985 Mexico Earthquake (SCT 1A; N90E)
            (Figure  3) is replaced  with a  spring  pendulum
            oscillating about a fulcrum. Some instruments do not                 1940 Imperial Valley Earthquake (El Centro; S00E)
            have a timer device (i.e.,  the drum holding the chart
            paper does not rotate). Such instruments provide only                1971 San Fernando Earthquake (Pacoima Dam; N76W)
            the maximum extent (or scope) of motion during the
            earthquake; for this reason they are called seismoscopes.      0  10  20    30     40     50      60
               The analog instruments have evolved  over time,                                      Time (sec)
            but today, digital instruments using modern computer      0.5g       1991 Uttarkashi Earthquake (Uttarkashi, N75E)
            technology are more commonly used. The digital
            instrument records the ground motion on the memory                                      Figure 4::
            of the microprocessor that is in-built in the instrument.      Some typical recorded accelerograms
            Strong Ground Motions
               Shaking of ground on the Earth’s surface is a net    Generally, the maximum amplitudes of horizontal
            consequence of motions caused by seismic waves      motions in the two orthogonal directions are about the
            generated by energy release  at each  material point   same. However, the maximum amplitude  in  the
            within the three-dimensional volume that ruptures at   vertical direction is usually less than that in the
            the fault. These waves  arrive at various instants of   horizontal direction. In  design codes, the vertical
            time, have different amplitudes  and carry different   design acceleration  is taken as  1  to  2  3  of the
                                                                                                 2
            levels of energy. Thus,  the motion  at any site on
            ground  is  random in nature with its  amplitude  and   horizontal design  acceleration. In contrast,  the
            direction varying randomly with time.               maximum horizontal and vertical ground accelerations
               Large earthquakes at great distances can produce   in the vicinity of the fault rupture do not seem to have
            weak motions that may not damage structures or even   such a correlation.

            be felt by humans. But, sensitive  instruments can   Reading Material
            record these. This makes  it possible to locate distant   Bolt,B.A., (1999),  Earthquakes, Fourth  Edition, W. H. Freeman and
            earthquakes. However, from engineering viewpoint,     Company, New York, USA
            strong motions that can  possibly damage  structures
            are of interest. This can  happen with earthquakes in   Authored by:
            the vicinity or even  with large earthquakes at        C.V.R.Murty
            reasonable medium to large distances.                  Indian Institute of Technology Kanpur
            Characteristics of Strong Ground Motions               Kanpur, India
               The motion of the ground can be described  in     Sponsored by:
            terms of displacement, velocity or acceleration. The   Building Materials and Technology Promotion
            variation of ground acceleration with time recorded at   Council, New Delhi, India
            a point on ground during an earthquake is called an
            accelerogram.  The nature  of accelerograms may vary      This release  is  a property of  IIT Kanpur  and BMTPC  New
            (Figure 4) depending on energy  released at source,        Delhi. It may be reproduced without changing its contents
            type of slip at fault rupture, geology along the travel      and with  due  acknowledgement.  Suggestions/comments
                                                                   may be  sent  to:  nicee@iitk.ac.in.  Visit  www.nicee.org  or
            path from  fault rupture to the Earth’s surface, and      www.bmtpc.org, to see previous IITK-BMTPC Earthquake Tips.

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