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51.
吉林省水旱灾害规律分析 总被引:1,自引:0,他引:1
水旱灾害在自然灾害中占有重大比重,对人类危害极大,正确认识水旱灾害发生的规律与特点,对防治与减轻自然灾害有着重要作用。对吉林省水旱灾害的危害及其发生规律和特点进行了分析。 相似文献
52.
通过选取描述油气化探综合异常的各种特征参量,借助模糊数学工具,利用最优聚类中心所具有的代表特征,建立分级指标,对油气化探综合进行分级评价。鄂尔多斯盆地油气化探综合异常的评价实例结果表明,利用油气化探综合异常各种特征参量进行动态聚类分级评价是可行的。 相似文献
53.
54.
青海平安电磁辐射在中强震前短期前兆异常特征及预报效能研究 总被引:2,自引:0,他引:2
分析和整理了青海平安电磁辐射台自1993年7月以来的资料,发现震前平安单台电磁辐射在中强地震临震前有最大脉冲信号,并通过对无震异常,地震异常的分析判断,对其预报效能进行了R值评价。 相似文献
55.
德令哈6.6级地震发生在青海省地震局2003年度会商确定的应注意地区内,震前测震学出现多项中短期异常。该地震序列从其能量释放比、震级差均符合主震一余震型判断指标,为主震-余震型序列。序列跟踪工作总结出该序列早期阶段(20天内)预测强余震的几项指标。 相似文献
56.
分析了天水台数字深井水温资料在陕西石泉ML4.7级地震前的异常特征,发现在震前5天内深井水温发生大幅度的降升变化,呈负脉冲形态,表现为典型的脉冲型前兆异常形态特征。 相似文献
57.
Robert Jankowski 《Bulletin of Earthquake Engineering》2003,1(3):397-403
The accurate analysis of the response of isolated structures requires the application of appropriate models of isolation devices.
The purpose of this paper is to analyse a nonlinear strain rate dependent model of a high damping rubber bearing which simulates
the horizontal behaviour of the device under specified vertical load using a nonlinear elastic spring-dashpot element. The
effectiveness of the model is checked by fitting the experimental data concerning three different rubber bearings. The results
of the study show that the model can simulate the bearing behaviour over a wide shear strain range with small simulation errors.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
58.
In the new trend of seismic design methodology, the static pushover analysis is recommended for simple or regular structures whilst the time‐history analysis is recommended for complex structures. To this end, the applicable range of the pushover analysis has to be clarified. This study aims at investigating the applicability of pushover analysis to multi‐span continuous bridge systems with thin‐walled steel piers. The focus is concentrated on the response demand predictions in longitudinal or transverse directions. The pushover analysis procedure for such structures is firstly summarized and then parametric studies are carried out on bridges with different types of superstructure‐pier bearing connections. The considered parameters, such as piers' stiffness distribution and pier–0.5ptdeck stiffness ratio, are varied to cover both regular and irregular structures. Finally, the relation of the applicability of pushover analysis to different structural formats is demonstrated and a criterion based on the higher modal contribution is proposed to quantitatively specify the applicable range. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
59.
This paper concerns the seismic response of structures isolated at the base by means of High Damping Rubber Bearings (HDRB). The analysis is performed by using a stochastic approach, and a Gaussian zero mean filtered non‐stationary stochastic process is used in order to model the seismic acceleration acting at the base of the structure. More precisely, the generalized Kanai–Tajimi model is adopted to describe the non‐stationary amplitude and frequency characteristics of the seismic motion. The hysteretic differential Bouc–Wen model (BWM) is adopted in order to take into account the non‐linear constitutive behaviour both of the base isolation device and of the structure. Moreover, the stochastic linearization method in the time domain is adopted to estimate the statistical moments of the non‐linear system response in the state space. The non‐linear differential equation of the response covariance matrix is then solved by using an iterative procedure which updates the coefficients of the equivalent linear system at each step and searches for the solution of the response covariance matrix equation. After the system response variance is estimated, a sensitivity analysis is carried out. The final aim of the research is to assess the real capacity of base isolation devices in order to protect the structures from seismic actions, by avoiding a non‐linear response, with associated large plastic displacements and, therefore, by limiting related damage phenomena in structural and non‐structural elements. In order to attain this objective the stochastic response of a non‐linear n‐dof shear‐type base‐isolated building is analysed; the constitutive law both of the structure and of the base devices is described, as previously reported, by adopting the BWM and by using appropriate parameters for this model, able to suitably characterize an ordinary building and the base isolators considered in the study. The protection level offered to the structure by the base isolators is then assessed by evaluating the reduction both of the displacement response and the hysteretic dissipated energy. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
60.
利用NOAA AVHRR数据研究北半球雪盖气候学特征 总被引:2,自引:0,他引:2
利用NOAA卫星图像,研究了北半球、欧亚、北美和青藏高原雪盖气候学特征及其变化趋势.指出北半球、欧亚和北美雪盖气候变化趋势基本一致,年均雪盖面积在1987年前后明显下降; 而青藏高原雪盖面积在1984年后明显下降,说明青藏高原雪盖的年际变化与北半球及欧亚、北美不完全一致. 相似文献