[1]XIE Quancai,MA Qiang,ZHANG Jingfa.The Characteristics of Strong Motion Records of the Kumamoto MW7.0 Earthquake Occurred on Apr.16,2016[J].Journal of Seismological Research,2020,43(01):125-133.
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Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume:
43
Number of periods:
2020 01
Page number:
125-133
Column:
Public date:
2020-01-30
- Title:
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The Characteristics of Strong Motion Records of the Kumamoto MW7.0 Earthquake Occurred on Apr.16,2016
- Author(s):
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XIE Quancai1; MA Qiang1; ZHANG Jingfa2
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(1.Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,Heilongjiang,China)(2.Key Laboratory of Crustal Dynamics,Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China)
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- Keywords:
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Kumamoto earthquake; peak ground acceleration; peak ground velocity; significant duration; response spectrum
- CLC:
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P315.91
- DOI:
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- Abstract:
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The strong motion records obtained by the Japan K-net and Kik-net strong motion network during the 2016 MW 7.0 Kumamoto earthquake were collected and processed. The characteristics of peak ground acceleration(PGA)and peak ground velocity(PGV)were analyzed. Then,the observation results were compared with three attenuation relationship formulas commonly used in Japan. Finally,the characteristics of significant duration and of frequency spectrum were analyzed. The results show that:(1)The PGA of EW,NS,UD component is 1 156.95 gal,-786.60 gal,874.40 gal,respectively. The observed PGA and PGV consistent well with the PGA and PGV attenuation formulas commonly used in Japan.(2)The 5% ~ 75% significant duration and 5% ~ 95% significant duration were calculated,the significant duration grow with the epicenter distance in the whole.(3)The acceleration response spectrum of KMMH16 station exceeded those obtained by the JR Takatori station trigged during the 1995 Kobe earthquake in the 0.5~1.2 s period range. It will cause server damage to wooden houses and low to mid-rise reinforced concrete buildings.