共查询到20条相似文献，搜索用时 140 毫秒
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利用轴对称线弹性模型有限元方法,计算了洞室中温度微小年变化引起的地倾斜和地应变. 结果表明,在满足地震台站建设规范的情况下(洞室内温度年变化幅度应小于等于0.5℃）,当洞室中温度年变化幅度仅为0.2℃时,仍会引起量级为10-7 rad的地倾斜和10-7的地应变,并且在洞室的尽头和拐弯处由于热汇聚和热扩散的作用引起地倾斜和地应变的变化更为突出. 因此今后在观测中,有必要进一步减小洞室内温度年变化;在台站设计建设和仪器布设中,对基线式仪器和摆式仪器都可以做一些恰当考虑,以尽量压制温度年变化带来的影响. 相似文献
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世界应力图(WSM，World Stress Map)计划的应力指标，目前已累积数据共计10 920个，这些应力指标代表了该地区最大水平主应力的实际观测方向；与此同时，可以假定全球各个板块的绝对运动方向表征了相应各板块的最大水平主应力方向的长波分量．根据应力场的叠加原理，得到由该地区局部构造运动等因素贡献的短波分量的相对大小和方向．将全球划分成2.52.5的基本单元，对每个单元的WSM数据进行加权统计分析，得到其平均应力观测取向，利用HS2-NUVEL1全球绝对板块运动模型计算应力场的长波分量；平均观测应力取向和长波分量取向之间的夹角，决定了相应短波分量相对于观测应力场的大小及其取向的范围，并反映了特定研究地区局部应力场对总应力场的贡献程度．本文的计算结果表明，全球板块的绝大部分地区及各板块的平均效果，长波分量与短波分量对观测应力场的贡献程度相当．对于某些大陆板块内部，局部构造活动对观测应力场的贡献起到重要作用，因而控制着地震的孕育与发生． 相似文献
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2000年8月21日～10月20日，德国大陆超深钻井(KTB)进行了为期60天的新一轮注水诱发地震实验．在对KTB台网所记录到的2 700多次地震的原始波形进行分析和处理的基础上，对其中的237次地震进行了精确定位．定位时，先采用和达法剔除了误识的非KTB诱发地震事件；然后，使用大折刀法求得了台站偏差的最佳值，以及中误差和平均误差；最后应用Geiger法进行修定，从而保证了237个事件定位的中误差达到0.1 km的高精度．定位结果显示，在大于9.3 km(几乎是主井底的深度)没有发生诱发地震．这一现象表明，在这个深度，应力可能低于摩擦强度，以至于由注水引起的孔隙压力的变化不足以诱发地震；在这样的深度不存在可渗透的、取向恰当的断层．这个深度也可能是这一区域内的地震活动性的最大深度，即在这一相对稳定地区的板块内部，主井底已接近脆-延性转换带．并用实验室的结果和超深钻井中所观测到的热流值资料解释了这一现象． 相似文献
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报道了在武汉华中科技大学地震与固体潮试验站的同一观测平台上,用数字宽频地震计、倾斜仪及重力仪对长周期地震波动信号的综合观测结果,以及各观测的对比和分析。近3年来,不同的观测仪器同时观测到了几十个形态一致、信号较弱而且成分复杂、持续时间大多约为2——3天的异常波（震颤）。分析表明,这些异常震颤中的一部分由来自西太平洋进入中国大陆及近海的台风产生,其信号强弱主要与台风运动中心进入中国大陆近海后与观测点之间的距离,以及风速大小这两个因素密切关联。另外,还有一部分异常震颤信号的产生原因不明。频谱分析结果显示,与平常的背景噪声信号相比,异常震颤信号的成分较为丰富, 除了3——5 min周期的信号外,还含有20——30 min,甚至一小时以上的长周期信号。我们以多种观测仪、长时间的连续观测结果表明,这种震颤信号是真实的和普遍存在的。其产生原因和机制还有待更广泛和深入的研究。 相似文献
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Technique development of PC104 embedded module and its application in the geophysical instrument design 总被引：1，自引：0，他引：1
Introduction Electronic technique has been developing to so large scale integrated and high intelligent that the microprocessor has been the core in the electronic equipment or in the process control system design relying on its strong controlling and computing power, convenience to be application designed and to be programmed. Now the mainstream solutions widely used in the geophysical appliance are the single chip microprocessor (MCS), the digital signal processor (DSP), the common compute… 相似文献
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A novel semi-active TMD with folding variable stiffness spring 总被引：1，自引：1，他引：0
M. H. Rafieipour A. K. Ghorbani-Tanha M. Rahimian R. Mohammadi-Ghazi 《地震工程与工程振动(英文版)》2014,13(3):509-518
An innovative variable stiffness device is proposed and investigated based on numerical simulations. The device, called a folding variable stiffness spring (FVSS), can be widely used, especially in tuned mass dampers (TMDs) with adaptive stiffness. An important characteristic of FVSS is its capability to change the stiffness between lower and upper bounds through a small change of distance between its supports. This special feature results in lower time-lag errors and readjustment in shorter time intervals. The governing equations of the device are derived and simplified for a symmetrical FVSS with similar elements. This device is then used to control a single-degree-of-freedom (SDOF) structure as well as a multi-degree-of-freedom (MDOF) structure via a semi-active TMD. Numerical simulations are conducted to compare several control cases for these structures. To make it more realistic, a real direct current motor with its own limitations is simulated in addition to an ideal control case with no limitations and both the results are compared. It is shown that the proposed device can be effectively used to suppress undesirable vibrations of a structure and considerably improves the performance of the controller compared to a passive device. 相似文献
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海洋可控源电磁法在国外已成为海底天然气水合物调查的有效手段之一.为实现我国海域深水条件下水合物的海洋可控源电磁探测,本文从方法原理出发,采用低功耗嵌入式控制、前端低噪声斩波放大、高精度时间同步和水声通讯等技术,设计并开发了由承压舱、玻璃浮球、采集电路、电场与磁场传感器、姿态测量装置、声学释放器、USBL定位信标、测量臂、水泥块等部件组成的海底可控源电磁接收机,实现了海洋微弱电磁场信号的高精度采集.海底可控源电磁接收机具有高可靠性、低噪声、低功耗和低时漂的特点.利用研制的海底可控源电磁接收机,在琼东南海域进行水合物勘查,采集得到了可靠的人工源电磁场数据.通过数据处理及反演,获得了研究区海底的电阻率模型,结合地震资料,对高阻异常体进行推断解释,其结果为天然气水合物钻探井位布置提供了电性依据. 相似文献
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The device described in this paper, known as the traversing erosion beam, is believed to be the first to be designed specifically for measuring rates of downwearing of cohesive foreshores, such as clay shore platforms, under high‐energy wave conditions. It is primarily constructed of Flexlink Aluminium Structural System components and consists of a horizontal beam with a main leg and two further support legs. A sliding ‘dolly’ module is moved along the beam at precise intervals using a longitudinal scale as a reference. The topographic profile of the measurement surface is transferred to the dolly by a vertical sliding steel alloy rod, from which the relative height differences are measured by a separate engineer's digital height gauge placed on the dolly. The main leg of the device fits into a marine grade stainless steel box, which is deeply embedded into the foreshore or shore platform to act a permanent datum. The box is robust and can be expected to have a lifetime of at least a year, and possibly even five years or more. Sample data are provided from a clay shore platform at Warden Point in the Isle of Sheppey, Kent (UK), which demonstrate that the TEB can provide information on seasonal as well as annual rates of downwearing. The device has also been tested successfully on a peat and clay foreshore at Pett Level in Sussex and on a shore platform cut in glacial till at Easington, Yorkshire. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium. The double-shear model takes into account the shear deformation and the rotational inertia of piles as well as the shear deformation of soil. The piles are simulated as Timoshenko beams, which are embedded in a layered Pasternak foundation. The differential equation of transverse vibration for a pile is solved by the initial parameter method. The dynamic interaction factors for the layered soil medium are obtained by the transfer matrix method. The formulation and the implementation have been verified by means of several examples. The individual shear effects of soil and piles on the interaction factors are evaluated through a parametric study. Compared to Winkler model with Euler beam, the present model gives much better results for the dynamic interaction of piles embedded in stiff soil with small slenderness ratios. Finally, the effect of a forced long pile to a short pile embedded in multilayered soil medium is studied in detail. 相似文献
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饱和砂土最大动剪切模量的不同试验对比研究 总被引：1，自引：0，他引：1
对233个饱和砂土土样室内试验确定的最大动剪切模量和同一位置现场原位试验确定的最大动剪切模量进行了对比研究。结果表明：两者相差很大,室内试验结果基本上小于现场试验结果,埋藏深的土样相差更大;室内试验的最大动剪切模量与深度符合幂函数规律,且与砂土的密实度有关,与砂土的颗粒成分关系不大。通过工程实例,比较了2种试验最大动剪切模量对地震反应分析的影响,得到了室内试验最大动剪切模量与现场剪切波速的统计经验关系式。该经验关系式对工程场地地震反应分析具有一定的参考应用价值。 相似文献
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针对目前桥梁结构横向防落梁限位装置损毁后修复困难的问题,提出一种新型的带可更换耗能段的桥梁横向防落梁限位装置。分别以可更换耗能段的腹板厚度、腹板高度及安装位置等为参数,采用有限元软件ABAQUS建立了10个不同参数的装置模型并对其开展拟静力仿真试验,探讨其工作机理,验证其可更换的设计思想并剖析其破坏机理,研究各参数对装置滞回曲线、承载力、延性和耗能能力的影响规律。结果表明:该装置可通过先可更换耗能段破坏再竖板破坏达到多道设防和分级耗能的目的,且整个加载过程中装置的滞回曲线饱满、稳定、无明显捏拢,表现出良好的耗能能力;随着可更换耗能段腹板厚度的增加,装置屈服承载力、极限承载力、屈服位移、极限位移以及延性系数逐渐增大,耗能能力逐渐增强;可更换耗能段高度对装置屈服承载力影响不显著;随着可更换耗能段高度的增加,装置极限承载力逐渐增大,装置屈服位移先增大后减小,装置极限位移整体呈下降趋势,装置的延性系数和耗能能力逐渐减小;可更换耗能段的安装高度对装置屈服承载力和耗能能力的影响无统一规律,但与装置的屈服位移、极限位移及延性系数成负相关。基于本析结果,建议装置在满足承载力要求的前提下,应尽量选取可更换耗能段腹板厚度较厚、高度较小和安装位置较低的参数进行设计。 相似文献
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Geoffrey W. Rodgers Kevin M. Solberg J. Geoffrey Chase John B. Mander Brendon A. Bradley Rajesh P. Dhakal Luoman Li 《地震工程与结构动力学》2008,37(13):1549-1564
Ductile‐jointed connections, which generally require some form of supplementary energy dissipation to alleviate displacement response, typically employ mild steel energy dissipation devices. These devices run the risk of low‐cycle fatigue, are effective only for peak cycles that exceed prior displacements, are prone to buckling, and may require replacement following an earthquake. This study presents an experimental investigation employing an alternative to mild steel: a high force‐to‐volume (HF2V) class of damper‐based energy dissipation devices. Tests are performed on a near full‐scale beam–column joint subassembly utilizing externally mounted compact HF2V devices. Two configurations are considered: an exterior joint with two seismic beams and one gravity beam framing into a central column, and a corner joint with only one seismic beam and one gravity beam framing into a column. Quasi‐static tests are performed to column drifts up to 4%. The experiments validate the efficacy of the HF2V device concept, demonstrating good hysteretic energy dissipation, and minimal residual device force, allowing ready re‐centring of the joint. The devices dissipate energy consistently on every cycle without the deterioration observed in the yielding steel bar type of devices. The effectiveness of the HF2V devices on structural hysteretic behavior is noted to be sensitive to the relative stiffness of the anchoring elements, indicating that better efficiency would be obtained in an embedded design. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献