# Bizarre Waveforms in Strong Motion Records

Authors: Baofeng Zhou; Haiyun Wang; Lili Xie; Yanru Wang
Journal: Shock and Vibration
 (2015)

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## Abstract

This paper collects a rich set of strong motion records in some typical earthquakes domestic and abroad, checks its seismic events, converts the data format, corrects the zeroline and draws the waveform. Four kinds of abnormal phenomena on the acceleration waveform are revealed, such as spike, asymmetric waveform, obvious baseline drift, and strong motion records packets separation. Then reasonable processing approaches are derived from the preliminary analysis of the generation mechanism for abnormal phenomena. In addition to the effects on time history, Fourier amplitude spectrum and response spectrum are studied before and after strong motion records correction. It is shown that (1) mechanism of spikes is rather complicated; however spikes can be eliminated by “jerk” method, ratio method, and the consistency of the three-component PGA time; (2) mechanism of the asymmetric waveform is of diversity; however, to some extent, the Butterworth low-pass filtering can be applied to correct it; (3) two pieces of strong motion record packets can be connected by searching continuous and repeated data; (4) the method of cumulative adding can be used to find the clear baseline drift; (5) the abnormal waveform directly affects the characteristics of time history and frequency spectrum.


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## Body

## 1. Introduction

Strong motion records obtained from strong motion accelerometers are the first-hand data for the study of strong ground motion, which are precious indeed. However, there are some abnormal data in a few strong motion records, which reduces the application confidence of the observed data. If they are not corrected, these records could hardly reveal the correlated information of the structure or the ground motion under some earthquakes and thus affect the conclusion of the following scientific research. For example, if such data are used in the ground motion attenuation study, the shape of the instruments seismic intensity would possibly be altered and accordingly would mislead the emergency rescue and disaster evaluation. As a result, the research on the abnormal waveform in strong motion records is of great significance. Its fundamental objective is to eliminate the false information therein and warn the researchers against the distorted waves in the process of selecting seismic waves.At present, abnormal waves have attracted much attention of scientists; however, the domestic and abroad studies on abnormal waves are relatively scarce. For example, Wen et al. [1] conducted a study on the reasons for the abnormal waves of PGA (peak ground acceleration) over 1 g in the east-west direction of acceleration record belonging to the station coded TCU129 in “9.21 Chi-Chi” earthquake. Zhou et al. [2] probed the abnormal record caused by the pillars in Yibin Gaochang station in Wenchuan earthquake. TheScience journal attributed the asymmetry waves to “trampoline effect” [3]. Douglas [4] classified the records according to the recorded wave quality, holding that some of the accelerated records, influenced by the nonstandardization and digitization, could hardly be used in the research of seismic motion. This phenomenon is common for both analog records and the digital records. These abnormal waves can hardly be corrected by filter techniques or baseline correction to erase the low-frequency and high-frequency noises. Considering that the strong motion data is of great significance for the earthquake engineering, the research on the mechanism of abnormal records, therefore, appears particularly important. This study summarized the abnormal records as follows: there are four abnormal waves in the strong motion records, as they are “spike,” “asymmetric waveforms,” strong motion record separation, and obvious baseline translation. Moreover, the mechanism for the generation of abnormal records is analyzed based on the characteristics of time history and frequency spectrum. Finally, processing methods to correct abnormal records are proposed.


## 2. On the “Spike”

An obvious “spike” is attributed to the unreasonable peak value [5–9] in the acceleration time history. Spike, according to its English explanation, is something long and thin with a sharp point. The high-frequency “spike,” which usually pops up in the acceleration time history, is an isolated data point incompatible with the neighboring data points. If used in the earthquake engineering research, the objective of the research findings will be endangered. As a result, it is necessary to discriminate and dispose properly of the data abnormal values. The reasons for the abnormality should be analyzed: if it is caused by the earthquake source mechanism or travel path, it should be kept; otherwise, necessary adjustments should be made based on respective study objectives, and the abnormal points should be replaced by the reasonable and reliable data, in order not to have negative effect on the relevant research. Generally, the “spike” can be further classified into two types: the first type can be called simple “spike,” as they often appear in the beginning or the end of a record, and they are easier to detect by visual observation. And the other type can be called complicated “spike,” as they are hidden in the PGA of complicated waveforms and are hard to discriminate and hazardous.


### 2.1. On the Simple “Spike”

The simple “spike” can be detected visually. As illustrated in Figure1, in the NS direction of record 20050110234857_4805 in Turkey strong motion database, the projected line in the red circle is a “spike.” Its value of amplitude reaches −7.79 cm/s2, which is several hundred times of that of the neighboring waves. It is incompatible with the neighboring waves and can hardly be justified physically. Figure 2 shows the acceleration time history of 051HSD080628022001, the aftershock of Wenchuan earthquake. An obvious “spike” appears in the rear part of time history, which is incompatible with the neighboring waves and easy to discern.Figure 1
A “spike” in the beginning.Figure 2
A “spike” in the end.According to Bommer and Boore [7], a spike can be discerned in this way: if there is a spike in the acceleration, and a “jerk” time history produces with the differential of acceleration, whose unilateral pulse becomes the bilateral pulse. The phenomenon of “spike” occurs in the “5.12” Wenchuan earthquake mainshock in 2008. Taking the example of the two records, 032XPX080512142802 and 062WIX080512142801 [10], their acceleration and “jerk” time history are shown in Figures 3 and 4. Though the PGA in 032XPX080512142802 is relatively small, it still holds true. The “spike,” with unilateral pulse in acceleration, turns into a “jerk” with bilateral pulse, so the PGA is confirmed as a “spike.”Figure 3
Acceleration time history and Jerk time history (032XPX080512142802).Figure 4
Acceleration time history and Jerk time history (062WIX080512142801).


### 2.2. On the Complex “Spike”

When earthquakes occur, observed data is in dynamic and continuous change, which will exceed the scope of the mutation confronted with abnormal situation. So spike can be recognized with the ratio of PGA to adjacent data. Strong motion records of the 1999 Chi-Chi, Taiwan, Mw7.6 earthquake [11], 2010 Christchurch, Mw7.0 earthquake, and 2011 Mw6.3 earthquake in New Zealand [12] are selected when PGA is greater than 20 gal. Then statistics is carried out on the ratio of the PGA to adjacent sampling points value, but it should be assumed that the adjacent data is reliable without any distortion, and the ratio is unlikely to be much higher normally.It is recognized by the world that the quality of Taiwan “9.21 Chi-Chi” earthquake strong motion records is very high. Therefore, 1269 pieces of records are selected to make statistical ratio of the PGA to adjacent sampling value, including 481 of the EW direction, 498 of the NS direction, and 290 of the UD direction [10]. We find that the level of the ratio of more than 1.1 is less than 1% in the horizontal components and less than 5% in the vertical components, which indicates that the ratio of more than 1.1 is a small probability event. Table 1 presents a summary of the ground motions with ratio exceeding 1.1, wherein “LPGA” stands for the ratio of PGA to the left adjacent sampling point, and “RPGA” is the ratio of PGA to the right adjacent sampling point. Figure 5 illustrates the acceleration time history of the record named KAU022_N.SAC whose ratios are beyond 4, so the PGA point can be determined as “spike” because of the obvious discordant with the surrounding waveform.Table 1
Records with ratio of PGA to adjacent points greater than 1.1 in Chi-Chi earthquake.
(a)
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
CHY028_E.SAC
−626.71
37.92
−615.82
1.02
−507.73
1.23
2
CHY028.E.SAC
−36.89
25.83
−33.06
1.12
−28.76
1.28
3
TCU088.E.SAC
60.29
12.24
57.00
1.06
50.60
1.19
4
CHY082.Z.SAC
30.79
22.18
30.73
1.00
27.92
1.10
5
TCU056.Z.SAC
25.60
27.12
22.61
1.13
24.64
1.04
6
TCU071.Z.SAC
−140.09
26.41
−127.23
1.10
−138.71
1.01
7
TCU078.Z.SAC
219.87
24.85
214.85
1.02
183.26
1.20
8
TCU079.Z.SAC
160.21
25.31
127.91
1.25
156.20
1.03
9
CHY028_N.SAC
−748.58
36.19
−745.89
1.00
−615.31
1.22
10
KAU022_N.SAC
59.23
53.70
13.23
4.48
13.23
4.48
11
TCU045_N.SAC
511.68
44.86
462.57
1.11
438.28
1.17
12
TCU071_N.SAC
−638.90
32.01
−550.32
1.16
−637.53
1.00
13
CHY028.N.SAC
43.29
25.80
40.12
1.08
37.37
1.16
14
TCU048.N.SAC
−30.71
21.19
−27.90
1.10
−28.08
1.09
15
TCU088.N.SAC
53.73
12.28
42.42
1.27
43.86
1.23
16
TCU067.E.SAC
−164.30
32.61
−142.52
1.15
−163.46
1.01
17
TCU079.E.SAC
−330.53
26.58
−215.92
1.53
−325.56
1.02
18
CHY028_Z.SAC
335.49
35.26
274.42
1.22
293.62
1.14
19
CHY032_Z.SAC
−61.78
39.62
−61.66
1.00
−56.09
1.10
20
CHY036_Z.SAC
104.33
30.29
93.39
1.12
98.41
1.06
21
CHY041_Z.SAC
−122.85
39.18
−111.06
1.11
−119.80
1.03
22
CHY082_Z.SAC
−78.37
41.04
−69.45
1.13
−77.11
1.02
23
HWA007_Z.SAC
−30.00
27.12
−26.35
1.14
−29.58
1.01
24
HWA032_Z.SAC
−87.36
39.32
−76.06
1.15
−85.98
1.02
(b)
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
25
TAP042_Z.SAC
−24.15
53.71
−9.26
2.61
−8.42
2.87
26
TCU039_Z.SAC
121.91
44.81
119.52
1.02
109.47
1.11
27
TCU045_Z.SAC
−353.17
44.82
−324.69
1.09
−292.03
1.21
28
TCU074_Z.SAC
270.16
37.64
245.45
1.10
255.86
1.06
29
TCU076_Z.SAC
−275.44
28.24
−272.27
1.01
−237.88
1.16
30
TCU078_Z.SAC
170.98
27.34
163.62
1.05
154.05
1.11
31
TCU089_Z.SAC
190.13
41.01
159.14
1.19
183.37
1.04
32
TCU103_Z.SAC
142.29
33.93
128.89
1.10
129.91
1.10
33
TCU109_Z.SAC
−133.03
28.17
−129.62
1.03
−119.46
1.11
34
TCU112_Z.SAC
−65.26
40.32
−58.02
1.12
−65.20
1.00
35
TCU118_Z.SAC
98.79
42.15
97.89
1.01
87.48
1.13
36
TCU122_Z.SAC
236.03
33.58
213.77
1.10
218.38
1.08
37
HWA032.Z.SAC
23.67
21.50
20.92
1.13
22.00
1.08
38
TCU051.Z.SAC
−30.08
21.11
−29.72
1.01
−27.09
1.11
39
TCU055.Z.SAC
−50.62
6.07
−49.84
1.02
−45.47
1.11
40
TCU071.Z.SAC
26.11
22.51
23.54
1.11
26.05
1.00
41
TCU076.Z.SAC
−35.93
13.73
−32.10
1.12
−33.66
1.07
42
TCU079.Z.SAC
−260.84
14.39
−254.38
1.03
−225.01
1.16
43
TCU106.Z.SAC
−26.92
13.65
−22.61
1.19
−25.36
1.06
44
TCU117.Z.SAC
−20.52
11.33
−18.61
1.10
−19.68
1.04
45
TCU118.Z.SAC
−20.02
34.33
−19.96
1.00
−17.45
1.15
46
CHY027.Z.SAC
23.86
21.42
20.99
1.14
21.95
1.09
47
CHY032.Z.SAC
−30.16
22.00
−25.38
1.19
−27.47
1.10Figure 5
Acceleration time history (KAU022_N.SAC, ratl = 4.48, ratr = 4.48).Mw7.0 and Mw6.3 earthquakes are studied in New Zealand by applying the ratio method. For Mw7.0 earthquake, there are 153 strong motion records including 55 of EW direction, 55 of NS direction, and 43 of UD direction. It is found that the ratio greater than 1.1 does not exceed 5% in the horizontal components; however, the ratio greater than 1.1 is more than 26% in the vertical direction. From Table2, all ratios are greater than 0, and the maximum ratio is 2.75 coming from NZOXZ.raw. For Mw6.3 earthquake, there are 128 pieces of strong motion records including 44 of EW direction, 46 of NS direction, and 38 of UD direction. It is found that the ratio greater than 1.1 does not exceed 5% in the horizontal components; however, the ratio greater than 1.1 is in excess of 25% in the vertical components. As shown in Table 3, all ratios are greater than 0, and the maximum ratio reaches 6.69 for the record named NZMQZ.raw. Representative waveform diagrams are shown in Figures 6–9, of which PGA can be deemed as “spike” [13].Table 2
Records with ratio of PGA to adjacent points greater than 1.1 in New Zealand Mw7.0 earthquake.
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
NZGDLC.raw
757.45
19.59
731.22
1.04
609.28
1.24
2
NZLPCC.raw
−351.17
24.71
−307.16
1.14
−345.18
1.02
3
NZOXZ.raw
−123.11
5.17
−119.27
1.03
−92.84
1.33
4
NZTPLC.raw
293.60
26.88
264.31
1.11
280.44
1.05
5
NZLPCC.raw
−235.65
24.24
−208.40
1.13
−228.80
1.03
6
NZOXZ.raw
−143.11
8.21
−105.39
1.36
−89.06
1.61
7
NZROLC.raw
−383.66
23.11
−351.29
1.09
−339.79
1.13
8
NZTPLC.raw
210.60
26.85
180.57
1.17
177.95
1.18
9
NZADCS.raw
54.63
38.73
53.68
1.02
49.25
1.11
10
NZASHS.raw
−152.80
26.74
−144.96
1.05
−124.40
1.23
11
NZCBGS.raw
−120.85
28.69
−114.03
1.06
−99.33
1.22
12
NZCCCC.raw
197.06
24.37
187.78
1.05
154.30
1.28
13
NZCMHS.raw
290.53
28.59
257.07
1.13
255.86
1.14
14
NZCRLZ.raw
89.77
28.95
88.81
1.01
75.57
1.19
15
NZDFHS.raw
367.40
16.53
295.80
1.24
329.44
1.12
16
NZDORC.raw
74.67
27.89
70.76
1.06
62.85
1.19
17
NZDSLC.raw
−311.99
21.34
−285.78
1.09
−282.37
1.10
18
NZGDLC.raw
1234.74
19.97
1101.56
1.12
721.89
1.71
19
NZHORC.raw
803.65
26.25
528.37
1.52
705.96
1.14
20
NZHPSC.raw
136.27
25.00
133.20
1.02
119.93
1.14
21
NZHVSC.raw
295.10
27.76
266.71
1.11
288.25
1.02
22
NZLINC.raw
896.58
24.11
711.95
1.26
805.26
1.11
23
NZLPCC.raw
−154.05
21.24
−133.39
1.15
−148.35
1.04
24
NZLRSC.raw
100.40
18.01
100.31
1.00
84.57
1.19
25
NZNNBS.raw
146.64
28.64
128.06
1.15
134.41
1.09
26
NZOXZ.raw
102.46
6.37
37.32
2.75
57.44
1.78
27
NZROLC.raw
725.94
24.52
500.13
1.45
319.60
2.27
28
NZSMTC.raw
−228.36
22.72
−159.43
1.43
−210.30
1.09
29
NZSPFS.raw
101.45
27.24
90.27
1.12
93.95
1.08
30
NZTPLC.raw
860.73
26.90
375.54
2.29
857.08
1.00
31
NZTRCS.raw
35.21
32.84
34.85
1.01
31.44
1.12
32
NZWSFC.raw
64.51
28.66
54.87
1.18
61.15
1.05Table 3
Records with ratio of PGA to adjacent points greater than 1.1 in New Zealand Mw6.3 earthquake.
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
NZCMHS.raw
344.94
14.40
329.01
1.05
290.36
1.19
2
NZHPSC.raw
211.59
13.75
71.65
2.95
143.39
1.48
3
NZHVSC.raw
−1646.78
12.70
−1459.21
1.13
−1244.43
1.32
4
NZLPCC.raw
−893.73
14.08
−726.55
1.23
−881.11
1.01
5
NZMQZ.raw
146.18
2.45
140.13
1.04
49.14
2.98
6
NZOXZ.raw
43.48
4.62
35.45
1.23
26.19
1.66
7
NZHPSC.raw
−288.61
13.87
−236.95
1.22
−216.92
1.33
8
NZMAYC.raw
21.21
11.15
18.71
1.13
19.57
1.08
9
NZMQZ.raw
−97.80
2.84
−92.48
1.06
−29.10
3.36
10
NZOXZ.raw
−54.83
4.28
−40.52
1.35
−41.84
1.31
11
NZRKAC.raw
32.24
19.32
28.74
1.12
29.61
1.09
12
NZASHS.raw
−38.18
17.19
−37.04
1.03
−32.18
1.19
13
NZCBGS.raw
−353.23
14.74
−316.48
1.12
−337.77
1.05
14
NZCCCC.raw
787.09
13.67
669.82
1.18
716.81
1.10
15
NZCHHC.raw
589.61
15.10
586.08
1.01
481.80
1.22
16
NZCMHS.raw
835.87
14.36
762.42
1.10
689.95
1.21
17
NZDORC.raw
29.24
18.00
27.67
1.06
23.03
1.27
18
NZDSLC.raw
32.53
16.24
26.11
1.25
31.32
1.04
19
NZHPSC.raw
1052.26
13.92
985.14
1.07
955.03
1.10
20
NZHVSC.raw
2160.54
12.75
1079.29
2.00
1932.75
1.12
21
NZKPOC.raw
−59.39
13.73
−57.27
1.04
−53.19
1.12
22
NZLINC.raw
94.04
12.93
83.32
1.13
88.77
1.06
23
NZLPCC.raw
485.45
12.94
469.74
1.03
403.58
1.20
24
NZMQZ.raw
72.05
2.52
33.59
2.15
10.77
6.69
25
NZOXZ.raw
40.74
5.01
33.58
1.21
33.49
1.22
26
NZRKAC.raw
−29.85
12.83
−27.52
1.08
−25.26
1.18
27
NZROLC.raw
71.79
16.69
70.50
1.02
62.13
1.16
28
NZSBRC.raw
22.64
16.84
22.56
1.00
16.69
1.36
29
NZSHFC.raw
24.87
22.41
22.20
1.12
24.79
1.00
30
NZSMTC.raw
−167.90
14.47
−151.59
1.11
−155.79
1.08
31
NZSWNC.raw
68.54
17.89
60.02
1.14
61.41
1.12
32
NZTPLC.raw
152.56
13.01
132.30
1.15
141.82
1.08Figure 6
Acceleration time history (NZGDLC.raw, UP, ratl = 1.12, ratr = 1.71).Figure 7
Acceleration time history (NZROLC.raw, UP, ratl = 1.45, ratr = 2.27).Figure 8
Acceleration time history (NZHVSC.raw, UP, ratl = 2.00, ratr = 1.12).Figure 9
Acceleration time history (NZMQZ.raw, UP, ratl = 2.15, ratr = 6.69).In addition, the “spike” can be identified according to the time where the three-component PGA occurs. As shown in Figure10, taking the three-component records from Rushan Ms4.3 earthquake in 2014 as an example, the time for PGA is 12.08 s, 13.70 s, and 13.66 s in UD, EW, and NS direction, respectively, and the time for PGA of the vertical component is ahead of more than 1.5 s compared with the horizontal component. Furthermore, PGA is 29.5 times of the former sampling point value and 2.19 times of the next sampling point value. Therefore, the PGA can be considered as “spike” in the UD direction. In addition, the “spike” can be identified according to the overall strong ground motion characterization in an earthquake [13].Figure 10
Acceleration time history.
(a)
UD direction
(b)
EW direction
(c)
NS direction


### 2.3. Causes for the “Spike”

There are many causes for a “spike,” including the pendulum and recorder, sudden changes in the surrounding environment, and interference, as well as negligence operation of other workers; of course, a large high-frequency “spike” may be caused due to brittle failure of rock beneath the earth’s surface close to the station. And this destruction is triggered by the much higher amplitude and a strong stress long cycle velocity pulses. But there is no evidence to prove the causes for a “spike.” Necessary experimental means should be provided to explain the mechanism for “spike” so as to avoid another abnormal strong motion record in the future.


### 2.4. Processing and Analysis of “Spikes” in Strong Motion Records

Currently, two approaches in dealing with such spurious “spikes” are to either remove the “spike” completely or reduce its amplitude to a certain level in coordination with adjacent data points; generally it is adjusted to the average of two adjacent data points [14]. Two strong motion records are selected in the “5.12” Wenchuan mainshock both far-fault and near-fault, and two methods are provided to adjust the “spike,” the solid line stands for the raw data, the dashed means that this point is set to zero, and the dotted line belongs to the case of the average of the two adjacent data points (see Figure 11). Figure 11(a) shows that it is rich in the long-period components in 032XPX08051214280, and little change happens in the velocity and displacement waveforms; however, the maximum amplitude corresponding to the time history decreases accompanied with the reduction of spike, the position of PGV (peak ground velocity) stays unchanged at 88.000 s, and the position of PGD (peak ground displacement) varies from 41.825 s to 41.810 s. Fourier amplitude spectrum changes greatly from 2 s to 6 s with the predomination period of 0.208 s; however, the peak changes little. Great changes have happened between 0.04 s and 0.2 s in absolute acceleration response spectrum, and the maximum amplitude is 4.060 cm/s2, 4.129 cm/s2 and 4.930 cm/s2, respectively. It indicates that the “spike” has little effect on the velocity, displacement, and Fourier amplitude spectrum but for absolute acceleration response spectrum at periods of 0.04–0.2 s. From Figure 11(b), much higher frequency content is relatively abundant for the record of 062WIX080512142802, compared with Figure 11(a); Fourier amplitude spectrum is changing over the entire frequency range and changes little at periods of 0.06–1 s. The absolute acceleration response spectrum has only a modest change between 0.1 s–6 s, but the maximum amplitude is all 272.900 cm/s2 at 0.04 s. So the “spike” only impacts on Fourier amplitude spectrum and the absolute acceleration response spectra greatly.Figure 11
Spikes effect on the time history, the acceleration Fourier amplitude spectrum, and the absolute acceleration response spectrum.From two examples illustrated, the adjustment of the PGA can be used to study the impact on relevant parameters, if there is little for the effect, you can use it safely; otherwise, necessary calculations should be carried out to reduce the degree of distortion of data. If it is difficult to identify the “spike,” what you should do is to choose other more reasonable data other than the abnormal record in order to ensure the quality of the data, which provides some reference for selecting strong earthquake records in earthquake engineering research.


## 2.1. On the Simple “Spike”

The simple “spike” can be detected visually. As illustrated in Figure1, in the NS direction of record 20050110234857_4805 in Turkey strong motion database, the projected line in the red circle is a “spike.” Its value of amplitude reaches −7.79 cm/s2, which is several hundred times of that of the neighboring waves. It is incompatible with the neighboring waves and can hardly be justified physically. Figure 2 shows the acceleration time history of 051HSD080628022001, the aftershock of Wenchuan earthquake. An obvious “spike” appears in the rear part of time history, which is incompatible with the neighboring waves and easy to discern.Figure 1
A “spike” in the beginning.Figure 2
A “spike” in the end.According to Bommer and Boore [7], a spike can be discerned in this way: if there is a spike in the acceleration, and a “jerk” time history produces with the differential of acceleration, whose unilateral pulse becomes the bilateral pulse. The phenomenon of “spike” occurs in the “5.12” Wenchuan earthquake mainshock in 2008. Taking the example of the two records, 032XPX080512142802 and 062WIX080512142801 [10], their acceleration and “jerk” time history are shown in Figures 3 and 4. Though the PGA in 032XPX080512142802 is relatively small, it still holds true. The “spike,” with unilateral pulse in acceleration, turns into a “jerk” with bilateral pulse, so the PGA is confirmed as a “spike.”Figure 3
Acceleration time history and Jerk time history (032XPX080512142802).Figure 4
Acceleration time history and Jerk time history (062WIX080512142801).


## 2.2. On the Complex “Spike”

When earthquakes occur, observed data is in dynamic and continuous change, which will exceed the scope of the mutation confronted with abnormal situation. So spike can be recognized with the ratio of PGA to adjacent data. Strong motion records of the 1999 Chi-Chi, Taiwan, Mw7.6 earthquake [11], 2010 Christchurch, Mw7.0 earthquake, and 2011 Mw6.3 earthquake in New Zealand [12] are selected when PGA is greater than 20 gal. Then statistics is carried out on the ratio of the PGA to adjacent sampling points value, but it should be assumed that the adjacent data is reliable without any distortion, and the ratio is unlikely to be much higher normally.It is recognized by the world that the quality of Taiwan “9.21 Chi-Chi” earthquake strong motion records is very high. Therefore, 1269 pieces of records are selected to make statistical ratio of the PGA to adjacent sampling value, including 481 of the EW direction, 498 of the NS direction, and 290 of the UD direction [10]. We find that the level of the ratio of more than 1.1 is less than 1% in the horizontal components and less than 5% in the vertical components, which indicates that the ratio of more than 1.1 is a small probability event. Table 1 presents a summary of the ground motions with ratio exceeding 1.1, wherein “LPGA” stands for the ratio of PGA to the left adjacent sampling point, and “RPGA” is the ratio of PGA to the right adjacent sampling point. Figure 5 illustrates the acceleration time history of the record named KAU022_N.SAC whose ratios are beyond 4, so the PGA point can be determined as “spike” because of the obvious discordant with the surrounding waveform.Table 1
Records with ratio of PGA to adjacent points greater than 1.1 in Chi-Chi earthquake.
(a)
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
CHY028_E.SAC
−626.71
37.92
−615.82
1.02
−507.73
1.23
2
CHY028.E.SAC
−36.89
25.83
−33.06
1.12
−28.76
1.28
3
TCU088.E.SAC
60.29
12.24
57.00
1.06
50.60
1.19
4
CHY082.Z.SAC
30.79
22.18
30.73
1.00
27.92
1.10
5
TCU056.Z.SAC
25.60
27.12
22.61
1.13
24.64
1.04
6
TCU071.Z.SAC
−140.09
26.41
−127.23
1.10
−138.71
1.01
7
TCU078.Z.SAC
219.87
24.85
214.85
1.02
183.26
1.20
8
TCU079.Z.SAC
160.21
25.31
127.91
1.25
156.20
1.03
9
CHY028_N.SAC
−748.58
36.19
−745.89
1.00
−615.31
1.22
10
KAU022_N.SAC
59.23
53.70
13.23
4.48
13.23
4.48
11
TCU045_N.SAC
511.68
44.86
462.57
1.11
438.28
1.17
12
TCU071_N.SAC
−638.90
32.01
−550.32
1.16
−637.53
1.00
13
CHY028.N.SAC
43.29
25.80
40.12
1.08
37.37
1.16
14
TCU048.N.SAC
−30.71
21.19
−27.90
1.10
−28.08
1.09
15
TCU088.N.SAC
53.73
12.28
42.42
1.27
43.86
1.23
16
TCU067.E.SAC
−164.30
32.61
−142.52
1.15
−163.46
1.01
17
TCU079.E.SAC
−330.53
26.58
−215.92
1.53
−325.56
1.02
18
CHY028_Z.SAC
335.49
35.26
274.42
1.22
293.62
1.14
19
CHY032_Z.SAC
−61.78
39.62
−61.66
1.00
−56.09
1.10
20
CHY036_Z.SAC
104.33
30.29
93.39
1.12
98.41
1.06
21
CHY041_Z.SAC
−122.85
39.18
−111.06
1.11
−119.80
1.03
22
CHY082_Z.SAC
−78.37
41.04
−69.45
1.13
−77.11
1.02
23
HWA007_Z.SAC
−30.00
27.12
−26.35
1.14
−29.58
1.01
24
HWA032_Z.SAC
−87.36
39.32
−76.06
1.15
−85.98
1.02
(b)
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
25
TAP042_Z.SAC
−24.15
53.71
−9.26
2.61
−8.42
2.87
26
TCU039_Z.SAC
121.91
44.81
119.52
1.02
109.47
1.11
27
TCU045_Z.SAC
−353.17
44.82
−324.69
1.09
−292.03
1.21
28
TCU074_Z.SAC
270.16
37.64
245.45
1.10
255.86
1.06
29
TCU076_Z.SAC
−275.44
28.24
−272.27
1.01
−237.88
1.16
30
TCU078_Z.SAC
170.98
27.34
163.62
1.05
154.05
1.11
31
TCU089_Z.SAC
190.13
41.01
159.14
1.19
183.37
1.04
32
TCU103_Z.SAC
142.29
33.93
128.89
1.10
129.91
1.10
33
TCU109_Z.SAC
−133.03
28.17
−129.62
1.03
−119.46
1.11
34
TCU112_Z.SAC
−65.26
40.32
−58.02
1.12
−65.20
1.00
35
TCU118_Z.SAC
98.79
42.15
97.89
1.01
87.48
1.13
36
TCU122_Z.SAC
236.03
33.58
213.77
1.10
218.38
1.08
37
HWA032.Z.SAC
23.67
21.50
20.92
1.13
22.00
1.08
38
TCU051.Z.SAC
−30.08
21.11
−29.72
1.01
−27.09
1.11
39
TCU055.Z.SAC
−50.62
6.07
−49.84
1.02
−45.47
1.11
40
TCU071.Z.SAC
26.11
22.51
23.54
1.11
26.05
1.00
41
TCU076.Z.SAC
−35.93
13.73
−32.10
1.12
−33.66
1.07
42
TCU079.Z.SAC
−260.84
14.39
−254.38
1.03
−225.01
1.16
43
TCU106.Z.SAC
−26.92
13.65
−22.61
1.19
−25.36
1.06
44
TCU117.Z.SAC
−20.52
11.33
−18.61
1.10
−19.68
1.04
45
TCU118.Z.SAC
−20.02
34.33
−19.96
1.00
−17.45
1.15
46
CHY027.Z.SAC
23.86
21.42
20.99
1.14
21.95
1.09
47
CHY032.Z.SAC
−30.16
22.00
−25.38
1.19
−27.47
1.10Figure 5
Acceleration time history (KAU022_N.SAC, ratl = 4.48, ratr = 4.48).Mw7.0 and Mw6.3 earthquakes are studied in New Zealand by applying the ratio method. For Mw7.0 earthquake, there are 153 strong motion records including 55 of EW direction, 55 of NS direction, and 43 of UD direction. It is found that the ratio greater than 1.1 does not exceed 5% in the horizontal components; however, the ratio greater than 1.1 is more than 26% in the vertical direction. From Table2, all ratios are greater than 0, and the maximum ratio is 2.75 coming from NZOXZ.raw. For Mw6.3 earthquake, there are 128 pieces of strong motion records including 44 of EW direction, 46 of NS direction, and 38 of UD direction. It is found that the ratio greater than 1.1 does not exceed 5% in the horizontal components; however, the ratio greater than 1.1 is in excess of 25% in the vertical components. As shown in Table 3, all ratios are greater than 0, and the maximum ratio reaches 6.69 for the record named NZMQZ.raw. Representative waveform diagrams are shown in Figures 6–9, of which PGA can be deemed as “spike” [13].Table 2
Records with ratio of PGA to adjacent points greater than 1.1 in New Zealand Mw7.0 earthquake.
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
NZGDLC.raw
757.45
19.59
731.22
1.04
609.28
1.24
2
NZLPCC.raw
−351.17
24.71
−307.16
1.14
−345.18
1.02
3
NZOXZ.raw
−123.11
5.17
−119.27
1.03
−92.84
1.33
4
NZTPLC.raw
293.60
26.88
264.31
1.11
280.44
1.05
5
NZLPCC.raw
−235.65
24.24
−208.40
1.13
−228.80
1.03
6
NZOXZ.raw
−143.11
8.21
−105.39
1.36
−89.06
1.61
7
NZROLC.raw
−383.66
23.11
−351.29
1.09
−339.79
1.13
8
NZTPLC.raw
210.60
26.85
180.57
1.17
177.95
1.18
9
NZADCS.raw
54.63
38.73
53.68
1.02
49.25
1.11
10
NZASHS.raw
−152.80
26.74
−144.96
1.05
−124.40
1.23
11
NZCBGS.raw
−120.85
28.69
−114.03
1.06
−99.33
1.22
12
NZCCCC.raw
197.06
24.37
187.78
1.05
154.30
1.28
13
NZCMHS.raw
290.53
28.59
257.07
1.13
255.86
1.14
14
NZCRLZ.raw
89.77
28.95
88.81
1.01
75.57
1.19
15
NZDFHS.raw
367.40
16.53
295.80
1.24
329.44
1.12
16
NZDORC.raw
74.67
27.89
70.76
1.06
62.85
1.19
17
NZDSLC.raw
−311.99
21.34
−285.78
1.09
−282.37
1.10
18
NZGDLC.raw
1234.74
19.97
1101.56
1.12
721.89
1.71
19
NZHORC.raw
803.65
26.25
528.37
1.52
705.96
1.14
20
NZHPSC.raw
136.27
25.00
133.20
1.02
119.93
1.14
21
NZHVSC.raw
295.10
27.76
266.71
1.11
288.25
1.02
22
NZLINC.raw
896.58
24.11
711.95
1.26
805.26
1.11
23
NZLPCC.raw
−154.05
21.24
−133.39
1.15
−148.35
1.04
24
NZLRSC.raw
100.40
18.01
100.31
1.00
84.57
1.19
25
NZNNBS.raw
146.64
28.64
128.06
1.15
134.41
1.09
26
NZOXZ.raw
102.46
6.37
37.32
2.75
57.44
1.78
27
NZROLC.raw
725.94
24.52
500.13
1.45
319.60
2.27
28
NZSMTC.raw
−228.36
22.72
−159.43
1.43
−210.30
1.09
29
NZSPFS.raw
101.45
27.24
90.27
1.12
93.95
1.08
30
NZTPLC.raw
860.73
26.90
375.54
2.29
857.08
1.00
31
NZTRCS.raw
35.21
32.84
34.85
1.01
31.44
1.12
32
NZWSFC.raw
64.51
28.66
54.87
1.18
61.15
1.05Table 3
Records with ratio of PGA to adjacent points greater than 1.1 in New Zealand Mw6.3 earthquake.
Serial number
Filename
PGA (cm/s2)
Time (s)
LPGA (cm/s2)
Left rate
RPGA (cm/s2)
Right rate
1
NZCMHS.raw
344.94
14.40
329.01
1.05
290.36
1.19
2
NZHPSC.raw
211.59
13.75
71.65
2.95
143.39
1.48
3
NZHVSC.raw
−1646.78
12.70
−1459.21
1.13
−1244.43
1.32
4
NZLPCC.raw
−893.73
14.08
−726.55
1.23
−881.11
1.01
5
NZMQZ.raw
146.18
2.45
140.13
1.04
49.14
2.98
6
NZOXZ.raw
43.48
4.62
35.45
1.23
26.19
1.66
7
NZHPSC.raw
−288.61
13.87
−236.95
1.22
−216.92
1.33
8
NZMAYC.raw
21.21
11.15
18.71
1.13
19.57
1.08
9
NZMQZ.raw
−97.80
2.84
−92.48
1.06
−29.10
3.36
10
NZOXZ.raw
−54.83
4.28
−40.52
1.35
−41.84
1.31
11
NZRKAC.raw
32.24
19.32
28.74
1.12
29.61
1.09
12
NZASHS.raw
−38.18
17.19
−37.04
1.03
−32.18
1.19
13
NZCBGS.raw
−353.23
14.74
−316.48
1.12
−337.77
1.05
14
NZCCCC.raw
787.09
13.67
669.82
1.18
716.81
1.10
15
NZCHHC.raw
589.61
15.10
586.08
1.01
481.80
1.22
16
NZCMHS.raw
835.87
14.36
762.42
1.10
689.95
1.21
17
NZDORC.raw
29.24
18.00
27.67
1.06
23.03
1.27
18
NZDSLC.raw
32.53
16.24
26.11
1.25
31.32
1.04
19
NZHPSC.raw
1052.26
13.92
985.14
1.07
955.03
1.10
20
NZHVSC.raw
2160.54
12.75
1079.29
2.00
1932.75
1.12
21
NZKPOC.raw
−59.39
13.73
−57.27
1.04
−53.19
1.12
22
NZLINC.raw
94.04
12.93
83.32
1.13
88.77
1.06
23
NZLPCC.raw
485.45
12.94
469.74
1.03
403.58
1.20
24
NZMQZ.raw
72.05
2.52
33.59
2.15
10.77
6.69
25
NZOXZ.raw
40.74
5.01
33.58
1.21
33.49
1.22
26
NZRKAC.raw
−29.85
12.83
−27.52
1.08
−25.26
1.18
27
NZROLC.raw
71.79
16.69
70.50
1.02
62.13
1.16
28
NZSBRC.raw
22.64
16.84
22.56
1.00
16.69
1.36
29
NZSHFC.raw
24.87
22.41
22.20
1.12
24.79
1.00
30
NZSMTC.raw
−167.90
14.47
−151.59
1.11
−155.79
1.08
31
NZSWNC.raw
68.54
17.89
60.02
1.14
61.41
1.12
32
NZTPLC.raw
152.56
13.01
132.30
1.15
141.82
1.08Figure 6
Acceleration time history (NZGDLC.raw, UP, ratl = 1.12, ratr = 1.71).Figure 7
Acceleration time history (NZROLC.raw, UP, ratl = 1.45, ratr = 2.27).Figure 8
Acceleration time history (NZHVSC.raw, UP, ratl = 2.00, ratr = 1.12).Figure 9
Acceleration time history (NZMQZ.raw, UP, ratl = 2.15, ratr = 6.69).In addition, the “spike” can be identified according to the time where the three-component PGA occurs. As shown in Figure10, taking the three-component records from Rushan Ms4.3 earthquake in 2014 as an example, the time for PGA is 12.08 s, 13.70 s, and 13.66 s in UD, EW, and NS direction, respectively, and the time for PGA of the vertical component is ahead of more than 1.5 s compared with the horizontal component. Furthermore, PGA is 29.5 times of the former sampling point value and 2.19 times of the next sampling point value. Therefore, the PGA can be considered as “spike” in the UD direction. In addition, the “spike” can be identified according to the overall strong ground motion characterization in an earthquake [13].Figure 10
Acceleration time history.
(a)
UD direction
(b)
EW direction
(c)
NS direction


## 2.3. Causes for the “Spike”

There are many causes for a “spike,” including the pendulum and recorder, sudden changes in the surrounding environment, and interference, as well as negligence operation of other workers; of course, a large high-frequency “spike” may be caused due to brittle failure of rock beneath the earth’s surface close to the station. And this destruction is triggered by the much higher amplitude and a strong stress long cycle velocity pulses. But there is no evidence to prove the causes for a “spike.” Necessary experimental means should be provided to explain the mechanism for “spike” so as to avoid another abnormal strong motion record in the future.


## 2.4. Processing and Analysis of “Spikes” in Strong Motion Records

Currently, two approaches in dealing with such spurious “spikes” are to either remove the “spike” completely or reduce its amplitude to a certain level in coordination with adjacent data points; generally it is adjusted to the average of two adjacent data points [14]. Two strong motion records are selected in the “5.12” Wenchuan mainshock both far-fault and near-fault, and two methods are provided to adjust the “spike,” the solid line stands for the raw data, the dashed means that this point is set to zero, and the dotted line belongs to the case of the average of the two adjacent data points (see Figure 11). Figure 11(a) shows that it is rich in the long-period components in 032XPX08051214280, and little change happens in the velocity and displacement waveforms; however, the maximum amplitude corresponding to the time history decreases accompanied with the reduction of spike, the position of PGV (peak ground velocity) stays unchanged at 88.000 s, and the position of PGD (peak ground displacement) varies from 41.825 s to 41.810 s. Fourier amplitude spectrum changes greatly from 2 s to 6 s with the predomination period of 0.208 s; however, the peak changes little. Great changes have happened between 0.04 s and 0.2 s in absolute acceleration response spectrum, and the maximum amplitude is 4.060 cm/s2, 4.129 cm/s2 and 4.930 cm/s2, respectively. It indicates that the “spike” has little effect on the velocity, displacement, and Fourier amplitude spectrum but for absolute acceleration response spectrum at periods of 0.04–0.2 s. From Figure 11(b), much higher frequency content is relatively abundant for the record of 062WIX080512142802, compared with Figure 11(a); Fourier amplitude spectrum is changing over the entire frequency range and changes little at periods of 0.06–1 s. The absolute acceleration response spectrum has only a modest change between 0.1 s–6 s, but the maximum amplitude is all 272.900 cm/s2 at 0.04 s. So the “spike” only impacts on Fourier amplitude spectrum and the absolute acceleration response spectra greatly.Figure 11
Spikes effect on the time history, the acceleration Fourier amplitude spectrum, and the absolute acceleration response spectrum.From two examples illustrated, the adjustment of the PGA can be used to study the impact on relevant parameters, if there is little for the effect, you can use it safely; otherwise, necessary calculations should be carried out to reduce the degree of distortion of data. If it is difficult to identify the “spike,” what you should do is to choose other more reasonable data other than the abnormal record in order to ensure the quality of the data, which provides some reference for selecting strong earthquake records in earthquake engineering research.


## 3. On Asymmetric Waveform

“Asymmetric waveform” is another abnormal waveform in strong motion records. This phenomenon occurred in the fixed station named Yibin Gaochang in “5.12” Wenchuan earthquake mainshock [10], as shown in Figure 12, the north-south and vertical components of the strong motion record become asymmetric. Zhou et al. [2] thinks that the abnormal waveform is caused by the instrument amplification and collision effects.Figure 12
The three-component acceleration time history.
(a)
EW direction
(b)
NS direction
(c)
UD directionAn earthquake Ms6.3 struck the Christchurch, New Zealand in February 21, 2011. As shown in Figure13, the vertical components waveform of code named HVSC and PRPC show large asymmetric in amplitude with positive accelerations larger than negative ones overall. This is similar to the record of the 2008 Iwate-Miyagi Nairiku earthquake in Japan. Asymmetric waveforms may be produced when a near-surface layer slightly separates and then returns, striking the separation surface [15]. Figure 14 is the latest 4 s display of Figure 13. The positive acceleration (red) is narrow with large amplitude, while the negative pulse (blue) is broader with smaller amplitude. According to Tobita et al. [16], the asymmetric motion is mainly due to the existence of a lower bound of negative acceleration, which in most cases the compression stress is produced by the disturbance of the surface ground material so as to produce gravity acceleration and a high positive pulse.Figure 13
Acceleration waveforms of large amplitude.Figure 14
Magnified view of waveforms (0–4 s).According to the “Science” printed on October 30, 2008, the ground can be lifted vertically in addition to be shaken by the earthquake, just like the Earth’s surface on a trampoline bounce in general. Strong motion records from an earthquake with a moment magnitude of 6.9 in Japan were analyzed by Aoi and his colleagues. They reported that an unprecedented vertical surface acceleration is nearly four times gravity when the ground shakes up and down. Thus, this asymmetry waveform is attributed to “trampoline effect” [3].In the aftershocks records of “5.12” Wenchuan earthquake, as shown in Figure15, six acceleration time histories from the Lixian mobile strong motion station coded L2008 are asymmetry in amplitude, and the velocity and displacement time history are similar, respectively, despite different magnitude and epicenter shown in Table 4; however, asymmetry waveform only appears in the direction of east-west other than north-south and the vertical direction as shown in Figure 16, which indicates that the most likely thing is to be stuck in instrument failing to record the right strong ground motion waveform.Table 4
The earthquake information corresponding to strong motion records.
Record number
Magnitude
Longitude  (E°)
Latitude  (N°)
Depth  (m)
Epicentral distance  (km)
080815010639L2018a
Ms4.2
103.50
30.98
16
59.6
080801163241L2018a
Ms6.0
104.85
32.02
14
172.8
080804174001L2018a
Ms3.3
103.36
31.37
13
20.1
080609152836L2018a
Ms4.5
103.93
31.31
13
74.3
080628022054L2018a
Ms4.2
103.45
31.43
13
27.5
080714001315L2018a
ML4.0
103.37
31.41
19
20.1Figure 15
Acceleration, velocity, and displacement time history.
(a)
080815010639L2018a
(b)
080801163241L2018a
(c)
080804174001L2018a
(d)
080609152836L2018a
(e)
080628022054L2018a
(f)
080714001315L2018aFigure 16
Acceleration three-component time history (080628022054L2018).To correct the asymmetry of a seismic record, taking the vertical component of Yibin Gaochang strong motion record for an example, the Butterworth low-pass filtering with the second order is applied and Figure17 shows the time history after filtering with the corner frequency of 80 Hz, 60 Hz, and 40 Hz, respectively. Obviously, the waveform tends to become symmetry after filtering; meanwhile, the PGA reduces sharply from 120.41 cm/s2 to 35.43 cm/s2. Therefore, we cannot make sure that such filtering is the best correction way for the asymmetry waveform. However, to some extent, filtering can be a correct way for the asymmetry acceleration time history.Figure 17
Acceleration time history (UD, after low-pass filtering).
(a)
Corner frequency = 80 Hz
(b)
Corner frequency = 60 Hz
(c)
Corner frequency = 40 HzIn summary, such asymmetric waveform mechanism is of diversity, which consisted of instrument, instrument pier, and trampoline effect. We think that certain number of tests should be carried out to retrieve the abnormal waveforms in order to figure out the exact mechanism. If it is the instrument or the instrument pier that caused the asymmetric waveform, low-pass filtering can be applied to make correction for the asymmetry acceleration time history. However, if asymmetric waveform is produced by trampoline effect, we believe that it is reasonable to be applied to earthquake engineering research.


## 4. On the Obvious Acceleration Baseline Drift

Under normal circumstances, it is difficult to find the acceleration baseline drift; however, there are some strong motion records with obvious baseline drift. As shown in Figure18, the strong motion record named 051GYQ080805174903 comes from the fixed station in “5.12” Wenchuan earthquake aftershocks [9], and the PGA only reaches 13.04 cm/s2, but there appears significant baseline shift in the vicinity of 25 s in original acceleration records. The apparent baseline translational position can be determined by the accumulate adding of acceleration. Figure 19 shows that obvious baseline translational drift begins at 24.575 s. The acceleration time history and response spectra are shown in Figures 20–23 before and after correction. It is not difficult to find that PGA shifts from 13.04 cm/s2 to –10.91 cm/s2, and the position of PGA is ahead of 1.8 s. And the maximum absolute acceleration response spectrum reduces from 29.81 cm/s2 to 28.09 cm/s2, and the decline is only 5.8%; however, the position of the maximum response stays unchanged. The relative velocity response spectrum increases from 4.34 cm/s to 4.38 cm/s, the decline is less than 1%, and the position of the maximum response shifts from 1.3 s to 1.21 s. In contrast, the maximum response of displacement reduces from 10.94 cm to 4.80 cm, and the decline reaches 56.1% to a larger extent; however, the position of the maximum response stays fixed.Figure 18
Acceleration time history.Figure 19
Cumulative acceleration time history.Figure 20
Acceleration time history.Figure 21
Absolute acceleration response spectrum.Figure 22
Relative velocity response spectrum.Figure 23
Relative displacement response spectrum.Therefore, it will bring adverse effect on the time history and response spectra with such type of strong motion records uncorrected. The reason for this phenomenon may be due to the stuck sensor or sensor zero offset caused by tilt of the instrument pier during an earthquake.


## 5. On Record Separation

There are some strong motion records with data separation phenomenon in the Lushan earthquake mainshock ground motions. Study shows that a number of data points at the end of the first data packet are same as the initial part of the second packet data. Therefore, as shown in Figures24–27 Yunnan depot station records [17] in the direction of EW as an example, program codes are wrote to find two packets continuously repeated points. When the tail and head data of data packet consecutive coincide, as is shown in Figure 26, there are 2000 data points with a ratio of 1, and then the two parts of record are connected together as in Figure 27. We spliced 15 pieces of Lushan earthquake records in this method successfully, as shown in Table 5. We think that too short preevent time is the cause for isolated records phenomenon. Therefore, sufficient postevent time with 30 seconds should be provided so as to ensure the integrity of the strong motion records.Table 5
Cases for strong motion record splice.
Serial number
Record 1
Record 2
Continuous coincidence points
1
53YSSZ20130420080249-1.001
53YSSZ20130420080249-2.001
3400
2
53YSSZ20130420080249-1.002
53YSSZ20130420080249-2.002
3400
3
53YSSZ20130420080249-1.003
53YSSZ20130420080249-2.003
3400
4
53KXRD20130420080249-1.001
53KXRD20130420080249-2.001
400
5
53KXRD20130420080249-1.002
53KXRD20130420080249-2.002
400
6
53KXRD20130420080249-1.003
53KXRD20130420080249-2.003
400
7
53KXEL20130420080249-1.001
53KXEL20130420080249-2.001
2000
8
53KXEL20130420080249-1.002
53KXEL20130420080249-2.002
2000
9
53KXEL20130420080249-1.003
53KXEL20130420080249-2.003
2000
10
53YJLL20130420080249-1.001
53YJLL20130420080249-2.001
2500
11
53YJLL20130420080249-1.002
53YJLL20130420080249-2.002
2500
12
53YJLL20130420080249-1.003
53YJLL20130420080249-2.003
2500
13
53YJBL20130420080249-1.001
53YJBL20130420080249-2.001
2800
14
53YJBL20130420080249-1.002
53YJBL20130420080249-2.002
2800
15
53YJBL20130420080249-1.003
53YJBL20130420080249-2.003
2800Figure 24
Acceleration time history (1).Figure 25
Acceleration time history (2).Figure 26
Continuous coincidence points.Figure 27
Acceleration time history (after splice).


## 6. Discussion and Conclusions

A series of studies on the simple spike in strong motion records which are selected for PGA greater than 20 gal are carried out. The data includes Chi-Chi, Taiwan earthquake with Mw7.6 in 1999, Christchurch, New Zealand with Mw7.0 and Mw6.3 in 2010 and 2011, respectively. And records with typical spike feature are presented after applying ratio method and the three-component PGA time consistency. Furthermore, the mechanisms of spike are studied in different ways and the effect of different methods for adjusting the spike in the time histories, Fourier amplitude spectrum, and acceleration response spectrum has been presented. Some representative strong motion records with the feature of asymmetric waveform are analyzed and we propose different mechanisms according to various records. We analyze the Lushan earthquake strong motion records data packet isolated phenomenon and give reasonable methods in stitching together. Finally, generation mechanisms and correction method are offered to the strong motion record with clear baseline drift. Studies show that (1) simple “spike” can be relatively easy to identify, and ratio method and three-component PGA consistency can determine the complex spike in general, and the appearance of “spike” will affect the time history, frequency spectrum, and response spectrum analysis; (2) the mechanism of “asymmetric waveform” is of diversity, and it is difficult to make reasonable correction; however, to some extent, the Butterworth low-pass filtering can be applied to make correction; (3) two separated packets can be spliced together by finding continuous and repeated data; (4) acceleration records data accumulation at each time point can be used to determine the moment when significant baseline translation process occurs; (5) the wizard waveform directly affects the time history, frequency spectrum, and the response spectra characteristic of acceleration records.In addition, the mechanism on abnormal waveform has yet been studied based on the theory and experiment and given a more objective approach to promote the further development of strong motion observation discipline, which provides more reliable data to support earthquake engineering research.



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*Source: 630362-2015-10-07.xml*