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以2021年5月21日云南漾濞6.4级地震所获取的漾濞台强震动记录作为输入,对不同高度(低层、多层和高层)钢筋混凝土框架结构以及一低层砖混结构进行动力时程分析,探讨不同高度钢筋混凝土框架结构动力响应特点,对比砖混结构与低层框架结构地震响应的不同,并对结构进行性能评定.主要分析结果表明,所有结构的楼层加速度响应中,竖向加速度放大效应显著,尤其是低层框架;框架结构Y方向楼层傅里叶幅值谱峰值主要在1~2.5 Hz频率范围;多层框架的层间位移角响应更大;所有框架结构以及设防的砖混结构层间位移角均未超过中等破坏限值;与低层框架结构相比,基本周期更短的砖混结构水平向楼层加速度放大效应更为显著;设防的砖混结构具有良好的抗震性能.分析结果可为灾区震害评估和震后修复提供指导,同时为建筑结构抗震设计提供一定参考. 相似文献
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为了分析一次性爆破拆除多栋建筑造成的地面振动的特征及对周边建筑物的影响,对武汉交通学校群楼爆破拆除中的地面振动进行了测量,并对实测的塌落振动的峰值、频谱特性进行分析。结果表明:此次监测记录到的峰值频率在5～10 Hz,对比高架桥以及单一高层结构爆破拆除数据,倒塌叠加使得振动能量在频谱上分布更加离散,其峰值频率与周边结构自振频率相差变大,周边建筑共振的危险性降低;对于周围的结构而言,水平振动持时大于竖向振动,但水平振动幅值明显小于竖向振动;爆破塌落振动的竖向分量对周围结构的威胁较大,应采取有效的缓冲及隔振措施;由《爆破安全规程》和周边建筑爆破前后主振频率分析可知,本次爆破拆除工作未对周边建筑造成破坏性影响,验证了群楼爆破拆除方案的高效性和安全性。 相似文献
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为开展MEMS型加速度传感器在超高层建筑振动监测应用中的性能对比测试,选取4种不同类型MEMS型加速度传感器与G1B型力平衡式加速度传感器,将其安装在地王大厦相同测点,对MEMS型、G1B型加速度传感器记录的结构环境振动数据进行时程、频谱和模态频率对比分析,并对其记录的结构地震响应进行时域及频域对比。研究结果表明,不同类型MEMS型加速度传感器仪器噪声均大于G1B型加速度传感器,其中MEMS-I型加速度传感器噪声水平相对较小,与G1B型加速度传感器模态频率识别结果及地震响应监测数据吻合较好,验证了MEMS-I型加速度传感器可较准确地记录到结构强振动响应,适用于超高层建筑日常结构振动监测。 相似文献
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何少林 《地震地磁观测与研究》2003,24(5):53-56,63
对Etna固态存储数字强震仪记录的2001年7月7日天祝ML4．4地震的加速度记录进行了分析处理，对仪器响应和基线进行了校正，计算了速度和位移时程曲线及各种谱值，并对记录特点做了总结。 相似文献
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加速度反应谱平台值表征地震动的强度特性,场地条件是影响反应谱平台值的一个重要因素.本文选取6组同一地区断层距相近而场地条件不同的强震记录,对其标准化的加速度反应谱形状及平台值进行分析;并以汶川地震中173个有详细地勘场地上的强震记录为基础,统计分析了不同场地类别和断层距区间内的加速度反应谱平台值.本文研究结果显示,场地条件对加速度反应谱平台值有较大影响,随着场地变软,加速度反应谱平台值增大.本文定义了场地影响系数,计算并给出了不同地面峰值加速度对应的场地影响系数. 相似文献
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简要介绍了2011年3月24日缅甸勐帕亚M7.2地震发生后,云南强震动台网中心55个台站接收到的强震动记录及其初步处理结果,并对地震动衰减关系拟合、频谱随震中距的震域变化及地震动持时特征进行了分析.结果表明:由云南地区强震动记录资料拟合的地震动衰减关系相对于大陆区域的地震动衰减关系,与此次强震动记录具有更好的相关性.地震动加速度卓越频率依Ⅰ、Ⅱ、Ⅲ类场地及楼房结构而依次变低,且随着震中距加大,强震动记录主频值呈变小趋势.场地类别对地震动水平分量持时的影响比竖向分量更明显一些.最后对仪器触发范围、方式、响应半径问题进行了探讨. 相似文献
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为监测埋地长输管道在冲击荷载作用下的动力响应,制作土箱-管道缩尺模型,将标定好的压电陶瓷传感器粘贴在管道上进行冲击试验。根据压电陶瓷传感器输出的加速度值,得到埋地管道在冲击荷载作用下的动力响应规律,并分析管道壁厚、管径、埋深、冲击高度等参数对管道动力响应的影响。利用有限元分析软件ABAQUS对该过程进行非线性有限元模拟,将有限元分析结果与试验结果进行对比,二者吻合程度较好。结果表明:在冲击荷载作用下,冲击高度增加,管道振动加速度峰值增大;相同工况下,大管径和薄壁管道振动加速度峰值较大,管道覆土越深,管道振动加速度峰值越小;压电陶瓷能够有效监测埋地管道的动力响应,为管道工程抗震设计和安全性评估提供参考依据。 相似文献
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我们在能量谱快速计算的基础上,研制成功了用于数字化加速度仪的自动地震信号检波器。对一个连续系统进行了不变数字模拟,该系统被认为是作为单自由度系统加速度计的转换函数。使用这一方法推导出了用于计算某种地面运动加速度的速度响应及位移的递归方程,并进而推导出加速度信号能量谱的快速计算方法。 根据对背景噪声的实际观测和统计分析,以及三年时间内在一个选定的台站上取得的实际地震记录,建立了背景噪声模型及预测的能量谱模型。在这些模型的基础上选定了地震事件检测阈值,以便用该阈值来作为自动检测的比较标准。 我们使用本文的方法对北京地震传输台网的资料进行了试验,结果表明该快速计算方法对于取样率为100点/秒的加速度记录具有实时检测的能力。 相似文献
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震源药柱激发因素选择是影响地震资料品质的一个重要环节，在南方复杂山区高分辨率地震采集中合理选择激发岩性、井深、药量等激发因素尤为重要.本文根据复杂山区地震地质条件多样性、复杂性等特点，从理论上分析了地震激发机理、井深、药量、虚反射效应、岩性与药柱长度等对激发子波的影响，开展了基于适应近地表结构特征的动态井深设计、双微测井和综合表层结构调查（微测井和高密度电法联合）等，结合四川盆地及周缘等地区不同地震地质条件下进行了采集试验研究，获得了高品质单炮记录. 相似文献
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A hybrid approach is applied to construct 2-D synthetic seismograms for explosive sources. The computation of the signals has been performed with a hybrid technique, that couples the modal summation method, describing the P-SV propagation from the source to a target area, to the finite difference method, allowing the computation of the 2-D response of the target area. We use this technique to study the site response in the city of Benevento (Southern Italy). The results are compared both with those obtained for the same model, but considering an extended double-couple source and SH wave propagation and with those derived from a direct analysis of experimental data obtained during the Benevento Seismic Risk Project, funded by the Commission of European Communities. The type and depth of the source and the source-receiver distance can provide different excitations, but the response of the target area, in terms of ratios of response spectra, remains in general stable in the high frequency range (>2 Hz). The explosive source does not excite lower frequencies and is therefore unable to provide estimates of site effects in this frequency range. We also show that it is important to consider both P-SV and SH waves when assessing site effects. Finally, a very good definition of a structural model from geological data is fundamental in order to explain the observed data in the time domain. The observed data validate our synthetic modelling for evaluating the site effects and for a tentative seismic microzonation of the city of Benevento. 相似文献
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This article documents the analytical study and feasibility of placing a tuned mass damper in the form of a limber rooftop moment frame atop relatively stiff structures to reduce seismic acceleration response. Six existing structures were analytically studied using a suite of time history and response spectra records. The analyses indicate that adding mass in conjunction with a limber frame results in an increase in the fundamental period of each structure. The fundamental period increase generally results in a decrease in seismic acceleration response for the same time history and response spectra records. Owing to the limber nature of the rooftop frames, non‐linear analysis methods were required to evaluate the stability of the rooftop tuned mass damper frame. The results indicate the addition of a rooftop tuned mass damper frame reduces the seismic acceleration response for most cases although acceleration response can increase if the rooftop frame is not tuned to accommodate the specific structure's dynamic behaviour and localized soil conditions. Appropriate design of the rooftop tuned mass damper frame can result in decreased seismic acceleration response. This translates to safer structures if used as a retrofit measure or a more economical design if used for new construction. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
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震源激发是影响地震勘探效果的一个重要因素,在油气勘探中需要选择合适的震源参数以获取较好的地震记录。本文以数值模拟方法为基础,通过使用ANSYS/LS-DYNA软件,对单井条件下不同岩土介质中柱状炸药震源激发进行了对比研究,计算得到相应的地震子波。通过对比分析各组参数对应的地震子波振幅和频谱,选择合适的激发参数。研究结果表明,在纵波速度较低的介质中,中低爆速、细长药柱炸药激发产生的地震子波频率高、能量大,而在纵波速度较高的介质中,高爆速、短粗药柱炸药激发产生的地震子波频率高、能量大。该研究结果与实际勘探结果比较符合,可为实际勘探中激发参数的选择提供参考。 相似文献
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建筑结构在爆炸荷载作用下的连续倒塌问题近些年被很多学者所关注。从本质上讲,结构的抗倒塌和抗震都是动荷载作用下的结构响应问题,因此,结构抗震设计的很多理念对结构的抗连续倒塌设计同样适用。本文采用数值模拟的方法,分别对按抗震设防烈度Ⅵ度、Ⅶ度和Ⅷ度的钢框架结构进行了40kg炸药爆炸作用下的连续倒塌分析,探讨了抗震设防烈度对钢框架连续性倒塌的影响。计算结果表明,抗震设防烈度高的钢框架结构其抵抗连续倒塌的能力较强。其中,按Ⅵ度设防的结构发生了连续倒塌;按Ⅶ度设防的结构没有发生连续性倒塌,只发生了一定程度的变形和破坏;而相比之下,按Ⅷ度设防的结构变形和破坏最为轻微。 相似文献
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A borehole sparker seismic source enclosed in a semi-flexible tube has been developed to produce a short compressional seismic pulse with a frequency content in the range 250 Hz to 3.5 kHz with a peak power at 570 Hz. The pulse shape and frequency content are shown to be a function of the input power, the diameter of the spark chamber, the salinity of the electrolyte, the material of the spark chamber and the electrode configuration. When in a borehole, the source produces a vertically polarized shear wave but, being similar to a small explosive charge does not allow phase reversal as a means of identifying the shear wave in the received pulse train. The source is shown to be ideal for tomographic imaging surveys because of its repetitive nature, high frequency content and reliability. Very high resolution seismic reflection surveys are also shown to be possible under favourable circumstances. 相似文献
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Using an airgun array in a land reservoir as the seismic source for seismotectonic studies in northern China: experiments and preliminary results 总被引：15，自引：0，他引：15
This paper reports the field setup and preliminary results of experiments utilizing an airgun array in a reservoir in north China for a seismotectonic study. Commonly used in offshore petroleum resource exploration, the airgun source was found to be more useful than a traditional explosive source for large‐scale and long offset land seismic surveys. The airgun array, formed by four 1,500 in3 airguns (a total of 6,000 in3 in volume) was placed at a depth of 6–9 m into the reservoir to generate the pressure impulse. No direct evidence was found that the airgun source adversely affected the fish in the reservoir. The peak ground acceleration recorded on the top of the reservoir dam 100 m away was 17.8 gal in the horizontal direction; this is much less than the designed earthquake‐resistance threshold of 125 gal for this dam. The energy for one shot of this airgun array is about 6.68 MJ, equivalent to firing a 1.7 kg explosive. The seismic waves generated by the airgun source were recorded by receivers of the regional seismic networks and a temporary wide‐angle reflection and refraction profile formed by 100 short‐period seismometers with the maximum source‐receiver offset of 206 km. The seismic wave signature at these long‐offset stations is equivalent to that generated by a traditional blast source in a borehole with a 1,000–2,000 kg explosive. Preliminary results showed clear seismic phases from refractions from the multi‐layer crustal structures in the north China region. Forward modelling using numerical simulation confirms that the seismic arrivals are indeed from lower crustal interfaces. The airgun source is efficient, economical, environmentally friendly and suitable for being used in urbanized areas. It has many advantages over an explosive source for seismotectonic studies such as the high repeatability that is supreme for stacking to improve signal qualities. The disadvantage is that the source is limited to existing lakes or reservoirs, which may restrict experimental geometry. 相似文献
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Characteristics of the Seismic Waves from a New Active Source Based on Methane Gaseous Detonation 总被引：1，自引：0，他引：1
WANG Weitao WANG Xiang MENG Chuanmin DONG Shi WANG Zhigang XIE Junju WANG Baoshan YANG Wei XU Shanhui WANG Tao 《中国地震研究》2019,33(2):354-366
Active seismic sources are critical for obtaining high resolution images of the subsurface. For active imaging in urban areas, environment friendly and green seismic sources are required. In present work, we introduce a new type of green active source based on the gaseous detonation of methane and oxygen. When fired in a closed container, the chemical reaction, i.e. gaseous detonation, will produce high pressure air over 150MPa. Seismic waves are produced when high pressure air is quickly released to impact the surroundings. The first field experiment of this active source was carried out in December, 2017 in Jingdezhen, Jiangxi Province, where a series of active sources were excited to explore their potential in mine exploration. In current work, we analyzed the seismic waves recorded by near-field accelerators and a dense short-period seismic array and compared them with those from a mobile airgun source, another kind of active source by releasing high pressure air into water. The results demonstrate that it can be used for high resolution near surface imaging. Firstly, the gaseous detonation productions are harmless CO2 and water, making it a green explosive source. Secondly, the dominant seismic frequencies are 10-80Hz and a single shot can be recorded up to 15km, making it suitable for local structure investigations. Thirdly, it can be excited in vertical wells, similar to traditional powder explosive sources. It can also act as an additional on-land active source to airgun sources, which requires a suitable water body as intermediate media to generate repeating signals. Moreover, the short duration and high frequency signature of the source signals make it safe with no damage to nearby buildings. These make it convenient to excite in urban areas. As a new explosive source, the excitation equipment and conditions, such as gas ratio, sink depth and air-releasing directions, need further investigation to improve seismic wave generation efficiency. 相似文献
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J. M. REILLY 《Geophysical Prospecting》1991,39(2):253-278
Depth conversion in the northern part of the U.K. Southern Gas Basin is complicated by the presence of Zechstein (Permian) salt swells and diapirs. In addition, the post-Zechstein (post-Permian) section displays large lateral velocity variations. The primary agents which control the velocity of this stratigraphic section are: (1) depth of burial, (2) lithological variation within individual formations, and (3) the effects of subsequent tectonic inversion. An integrated approach which combines well velocity, seismic velocity and seismic interpretation is required for accurate depth estimation. In 1988 Mobil and partners drilled an exploratory well in the northern part of the U.K. Southern Gas Basin. This well was located near the crest of a Zechstein salt diapir. Over 2000 m of Zechstein was encountered in the well. The Permian Rotliegendes objective was penetrated at a depth of over 3700 m. The initial delineation of the objective structure was based on the results of 3D map migration of the seismic time interpretation. Spatially-variant interval velocity functions were used to depth convert through five of the six mapped horizons. Both well and model-based seismic interval velocity analysis information was used to construct these functions. A moving-source well seismic survey was conducted. The survey was run in two critical directions. In conjunction with presurvey modelling, it was possible to confirm immediately the structural configuration as mapped to a distance of 7 km from the well. Post-survey 3D map migration and modelling was employed to further refine the structural interpretation. Although the question of stratigraphic anisotropy was considered in the evaluation of the long offset modelling, no evidence was found in the field data to support a significant effect. Finally, comparisons were made of: curved-ray versus straight-ray migration/modelling, midpoint-depth velocity versus (depth-dependant instantaneous velocity functions, and Hubral- versus Fermat-based map depth migration algorithms. Significant differences in the results were observed for structural dips exceeding 15o and/or offsets exceeding 6 km. Map depth migration algorithms which employed both curved rays and spatially-variant instantaneous velocity functions were found to best approximate the ‘true’ geological velocity field in the study area. 相似文献