2011年东北大地震的强运动特征

S. Aoi, T. Kunugi, W. Suzuki, N. Morikawa, H. Nakamura, S. Senna, H. Fujiwara
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引用次数: 11

摘要

2011年的9.0级东北大地震是有记录以来发生在日本及其周边地区的最大地震。这次大型逆冲事件始于日本东北部宫城县海岸约100公里处,其破裂沿俯冲的太平洋板块延伸了400-500公里。这是第一次被密集的地震仪网密切记录的9级地震。这次地震的强烈运动的特点是地震强度和峰值地面加速度(PGA)大,持续时间长,经历强烈震动的地区范围广。1223个K-NET和KiK-net站点记录了地面运动。20个站点的PGA超过重力;在K-NET筑门站(MYG004)观测到最大的PGA,为2933个女孩。记录的峰值衰减表明强地震动幅值有可能与震级饱和。结合利用长周期和短周期波形数据估计的源过程,讨论了加速度和速度波形的复杂特征。由于大的地面运动和海啸与此事件有关,超过1.6万人死亡,超过36万所房屋和建筑物被完全或部分摧毁。虽然海啸是造成破坏的主要原因,但强烈的震动、液化和山体滑坡也带来了严重的破坏。但是,据报道,与地震烈度和PGA相当的前几次地震相比,直接因震动造成的房屋和建筑物的损坏率并不高。地震烈度和PGA较大的台站记录的地震动优势周期短于0.5s,在1 ~ 2s周期范围内功率较差,对低层木屋的破坏影响较大。短周期优势的主要原因是由于低速浅层的放大,可以用0.1 ~ 0.5s周期的经验放大因子来大致解释。还观测到长周期的地面运动。在东北和关东地区,许多站点的速度响应谱(5%倾倒)在4-20s期间达到100cm/s左右。考虑到日本东北大地震是9级地震,这个级别可能不是很大。在关东地区,震中距离300-400公里,液化广泛发生在东京和千叶湾地区的人工填海土地以及主要河流流域,如Tone和Ara。由于液化造成的破坏(例如,生命线的切断和房屋地下室的不同沉降)非常严重。本文从强震的角度综述了日本东北9.0级地震的强震特征,并对强震的最新研究成果进行了综述。
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Strong Motion Characteristics of the 2011 Tohoku-Oki Earthquake
The 2011 M 9.0 Tohoku-Oki earthquake is the largest earthquake that occurred in and around Japan since the beginning of the recorded history. This megathrust event initiated approximately 100km off-shore Miyagi prefecture, in northeast Japan, and its rupture extended 400-500km along the subducting Pacific plate. This is the first M 9-class earthquake that has been closely recorded by a dense seismograph network. Strong motions of this earthquake are characterized by large seismic intensities and peak ground accelerations (PGA), long durations, and wideness of the area that experienced intense shaking. The ground motions were recorded by 1223 K-NET and KiK-net stations. The PGA exceeded gravity at 20 sites; the largest PGA, of 2933 gals, was observed at the K-NET Tsukidate station (MYG004). The attenuation of the recorded peak values shows a possibility of saturating strong ground motion amplitude with the magnitude. The complex features of the accelerograms and velocity waveforms are discussed in connection with the source processes estimated using long and short period waveform data. Due to the large ground motions and tsunamis associated with this event, more than 16 thousand people were killed and more than 360 thousand houses and buildings were totally or partially destroyed. Although the tsunamis were the primary cause of damage, the strong shaking, liquefaction and landslides also brought serious destruction. However, it was reported that the damage ratios of houses and buildings directly due to shaking were not as high as for the former earthquakes having comparable seismic intensities and PGA. The recorded ground motions at most stations where the seismic intensities and PGA were large had dominant periods shorter than 0.5s and relatively poor power in the 1-2s period range which has strong influence on the damage of few-stories wooden houses. The main reason for the short-period predominance is the amplification due to the low-velocity superficial layer and can be roughly explained by empirical amplification factors for 0.1-0.5s periods. Long-period ground motions were also observed. The velocity response spectra (5% dumping) for periods of 4-20s reached around 100cm/s at many stations, mainly in the Tohoku and Kanto regions. This level may be considered not very large taking into account that the Tohoku-Oki earthquake was an M 9-class event. In the Kanto district, at epicentral distances of 300-400km, liquefaction widely occurred at the artificially reclaimed land in Tokyo and Chiba bay areas and the basin of major rivers, such as the Tone and Ara. The damage (e.g., cutoff of lifelines and differential settlement of house-basements) due to liquefaction was very severe. In this paper we summarize the strong motion characteristics associated with the M 9.0 Tohoku-Oki earthquake and review the latest results from the viewpoint of strong motions.
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