A review on the characteristics of Chinese strong ground motion recordings
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摘要: 本文概述了我国强地震动台网的发展历程， 总结了唐山地震的强地震动记录特征和2007年以来我国数字台网获取的强地震动记录特征， 重点分析了近年来发生的几次典型破坏性地震的强地震动记录特征． 结果表明： 我国近场地震动记录体现了近场的方向性效应、 上/下盘效应、 速度脉冲、 局部场地效应等多样性特征， 可以进一步服务于地震工程领域的科学研究与工程应用．Abstract: The strong ground motion recordings from the MS7.8 Tangshan earthquake on 28 July, 1976 and its aftershocks started the process of Chinese analog strong motion recordings and its application to engineering in China. This paper reviewed the history of the Chinese strong ground motion network, and the general characteristics of strong ground motion recordings. Firstly, this paper revaluated the typical analog strong ground motion recordings from the Tang-shan earthquake sequence, and then summarized the characteristics of strong ground motion recordings from the digital strong motion observation network since 2007. And then this paper analyzed the basic characteristics of strong ground motion recordings from several destructive earthquakes occurred in recent years. The results show that the near-field ground motion recordings reflect the near-field characteristics of directivity effect, the hanging wall/footwall effect, the pulse-like effect, and local site effect. The variations of these strong ground motion recordings lead us to enhance the research, including the near-field strong motion characteristics, the relationship between ground motion and damage, in order to meet the requirement of the further scientific research and engineering application.
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图 1 截至2002年我国模拟强地震动台网 时期的单分量强地震动记录数量(修改自 高光伊等，2001和Tao et al，2005)
Figure 1. Number of the single-component recor- dings from Chinese analog strong ground motion network up to 2002(modified from Gao et al，2001 and Tao et al，2005)
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图 2 唐山地震序列附近的强地震动观测台网和地震分布(余震截至1976年10月1日)
Figure 2. Strong ground motion network around Tangshan earthquake sequence and distribution of earthquakes containing aftershocks before 1 October 1976 The blue and yellow triangles represent the permanent and temporary strong ground motion stations，respectively
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图 3 唐山地震序列的强地震动记录结构台阵的PGA选用的是地表强地震动台站记录值
Figure 3. Strong ground motion recordings of Tangshan earthquake sequence The PGAs of the structure arrays are from the recordings of surface stations
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图 4 迁安记录(a)和宁河记录(b)的加速度时程(上)及其相应的加速度反应谱(下)
Figure 4. The acceleration time histories(upper)and their spectra(lower)of the recordings from the Qian’an aftershock(a)and the Ninghe aftershock(b)
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图 5 我国数字强地震动台网(修改自Li et al，2008； 周雍年，2011； Wen et al，2014)
Figure 5. Chinese digital strong ground motion networks(modified from Li et al，2008； Zhou,2011； Wen et al，2014)
The blue and yellow triangles represent the digital and background strong ground motion stations，respectively
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图 6 强地震动记录PGA与震中距Δ的关系(上)以及震级档数量的分布(下)
(a)中国2007—2014年记录；(b)美国下一代地震动衰减关系数据库(NGA-West1)记录
Figure 6. Relationship between PGA and epicentral distance Δ(upper)and the distribution of recording number with magnitude(lower)
(a)Chinese data from the year 2007 to 2014；(b)Next generation attention west1(NGA-West1)records
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图 7 汶川主震触发的强地震动台站(三角形)分布图
Figure 7. Distribution of triggered strong ground motion stations(triangles)from Wenchuan main shock
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图 8 汶川卧龙台(051WCW)记录的汶川主震加速度时程
Figure 8. Acceleration time histories of Wenchuan main shock recorded by the station 051WCW
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图 10 宝兴地办台(051BXD)观测环境示意图，1，2，3为脉动测试点
Figure 10. Schematic diagram for the observation environment of the station 051BXD with 1， 2 and 3 representing the microtremor observation locations
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图 11 龙头山镇台(053LLT)记录的速度时程及提取的速度脉冲(红线)
Figure 11. Velocity time histories recorded by station 053LLT and the identified velocity pulses(red lines)
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