Study on dynamic response characteristics of ground fissure sites in Songzhuang, Beijing
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摘要:
地裂缝灾害对北京局部地区人居安全和城乡规划建设造成了较大威胁。为分析北京地裂缝活动对发育场地动力响应的影响特征、规律和范围，选取发育较典型的通州区宋庄地裂缝为研究对象，基于野外调查，得到了地裂缝现场发育特征和影响范围，并通过地脉动测试手段，获取了场地卓越频率等重要参数；利用3种动力分析方法，对地裂缝场地的动力响应特性和规律进行了研究。结果表明：北京宋庄地裂缝场地的卓越频率和卓越周期与测点选取的位置无明显关系；地裂缝场地有着显著的“上盘效应”，位于地裂缝上盘的傅里叶卓越频率、反应谱卓越周期和Arias烈度峰值总大于下盘，且在距离地裂缝较近的区域，地脉动测试幅值存在着较为突出的“放大效应”；地裂缝对场地动力响应的影响范围宽度为距地裂缝上下盘各12 m。研究可为宋庄地裂缝发育场地的规划建设和工程结构抗震设防提供一定的参考。
Abstract:Ground fissure disasters pose significant threats to the safety of residential areas and urban-rural planning in localized areas of Beijing. To analyze the impact of ground fissure activity on the dynamic response characteristics, patterns, and scope of affected sites, this study focuses on the Songzhuang ground fissure in Tongzhou District, a typical development area. Based on the field investigations, the study captured the development characteristics and influence scope of ground fissures and obtain key parameters such as the predominant frequency of the site through microtremor testing. Three dynamic analysis methods were applied to investigate the dynamic response characteristics and patterns of the ground fissure site. The results show that there is no obvious relationship between the excellence frequency and excellence period of the ground fissure site in Songzhuang, Beijing and the location of the measurement points. The ground fissure site exhibits a pronounced “hanging wall effect”, with the Fourier superior frequency, the excellent cycle of the response spectra, and the peak intensity of Arias located in the hanging wall of the ground fissure generally exceeding those on the footwall. Additionally, the amplitude of the ground pulsation test is greater than that of the footwall in the area nearer to the ground fissure. The results of this study can provide valuable references for planning, construction, and seismic fortification of structures in the Songzhuang ground fissure development area.
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Key words:
- ground fissure /
- microtremor /
- dynamic response /
- amplification effect /
- extent of impact
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表 1 选取地震仪的主要技术参数
Table 1. Main technical parameters of the seismic monitor
名称 参数 仪器型号 CV-374AV 动态范围/DB 136 灵敏度/（V·cm−1·s） 1000 通频带/Hz 0.1～100 测量范围/（m·s−1） ±0.02 线性/% 0.03 采样频率/Hz 100 AD分辨频率/bit 24 
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