Study of ground surface tilts from strong motionrecords of the Wenchuan earthquake
-
摘要: 根据三分量强震动传感器水平摆和竖向摆对倾斜的动力响应差异,利用谱比法计算出汶川MS8.0地震中近断层强震动的断层法线方向和平行方向的同震地面倾斜. 结果表明, 本次地震中强震动观测台处地面倾斜一般小于1deg;,影响频段主要在0.1 Hz以下,发生较大倾斜的台站主要在距地表破裂迹线30 km以内,在100 km之外或水平向加速度幅值均方根在200 cm/s2以下时很少发生0.01deg;以上的同震地面倾斜.总体上看,上盘区域的倾斜值普遍小于下盘区域,法线方向倾斜值一般大于平行线方向倾斜值.位于前山断裂与中央断裂之间区域的绵竹清平台谱比较低但平缓且频带较宽,可能反应了该区域的运动特殊性,而汶川卧龙台则显示了上盘边缘区域地面倾斜较大.逆冲段与走滑段台站倾斜对比显示,地面倾斜可能受局部场地条件影响较大.
-
关键词:
- 强震动 地面倾斜 谱比 倾斜特征
Abstract: Based on the difference of dynamic response to tilts between horizontal pendulums and vertical pendulum, spectral ratio method was applied to estimate the coseismic surface tilts deduced from strong motion records of the Wenchuan earthquake. The result shows that the ground surface tilts are generally less than 1 degree and mainly appears within30 kmto fault rupture surface traces, while rarely discovered in the area outside100 kmor root-mean-squared horizontal peak accelerations are less than200 cm/s2. The frequency band influenced by tilts is less than 0.1 Hz. In general, tilts in hanging wall is greater than that in footwall in near fault areas, and tilts in normal direction of fault is less than those in parallel direction. The spectral ratio of Qingping station located between central fault and front mount fault is relatively low and stable, which may imply ae special movement feature of the area. The tilts of Wolong station may be controlled by deformation transition from the hanging wall to laterally stationary area. Comparison of tilts between the stations at reverse and strike slip fault segments showed that the tilts may be influenced by local site condition. -
-
-
期刊类型引用(11)
1. 魏文晖,徐佩,周翔,胡郢. 考虑SSI的输电塔在地震摇摆分量下的响应研究. 武汉理工大学学报. 2022(08): 46-53 . 百度学术
2. 魏文晖,胡郢,袁超. 波动-谱比法获取地震动转动分量研究. 华中科技大学学报(自然科学版). 2021(07): 37-43 . 百度学术
3. 李蒙,魏文晖,胡郢,袁超. 地震动摇摆分量获取方法及验证研究. 武汉理工大学学报. 2021(02): 65-71 . 百度学术
4. 魏文晖,徐辅中,袁超,胡郢. 考虑SSI效应输电塔线体系多维地震响应分析. 武汉理工大学学报. 2020(03): 39-45 . 百度学术
5. 魏文晖,袁超,王浩,胡郢. 考虑地震动摇摆分量作用的输电塔线体系响应. 建筑结构学报. 2019(06): 79-88 . 百度学术
6. 蒋祉涵,魏文晖. 地震动转动分量研究综述. 建材世界. 2019(04): 79-82 . 百度学术
7. 魏文晖,蒋祉涵,刘坤,王浩. 横线向水平-摇摆地震下输电塔线体系动力响应. 武汉理工大学学报. 2019(10): 26-32 . 百度学术
8. 魏文晖,袁超,王浩,胡郢. 多维地震作用下输电塔线体系多质点模型研究. 武汉理工大学学报. 2019(06): 47-52 . 百度学术
9. 魏文晖,黄玮松,薛广文,张迪. 多维地震作用下高柔结构的地震响应. 华南理工大学学报(自然科学版). 2017(08): 103-109 . 百度学术
10. 魏文晖,甘肃,薛广文,张迪. 考虑地震动摇摆分量作用的高柔结构响应. 建筑结构学报. 2016(08): 115-122 . 百度学术
11. 谢俊举,温增平,高孟潭. 利用强震数据获取汶川地震近断层地面永久位移. 地震学报. 2013(03): 369-379+450 . 本站查看
其他类型引用(14)
计量
- 文章访问数: 2034
- HTML全文浏览量: 637
- PDF下载量: 189
- 被引次数: 25