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941.
国内外的台网中总是一些台站,其极性读取似乎是由大量台站P波初动的整体分布确定的震源机制相矛盾,这些矛盾通常被作为坏读(bad reading)处理,造成台站的极性问题的复杂原因究竟是什么,利用NEIC的核爆资料,文中给出两种可能推测:台站仪器本身的不可和地震本身的复杂性。 相似文献
942.
武安绪 《地震地磁观测与研究》1995,16(1):59-67
文中主要介绍位图文件的生成方法及其用该法编制的高级汉字地震位图绘制软件(SACWSBP)的功能及可能应用。该软件可绘制正式使用的地震图。并着重讨论了了地震位图文件中心;线等基本图形函数的实现,地震图形软件的编制,图形显示,文字标注,汉字输入、与现有中文系统的接口、打印输出,高级汉字地震位绘制条件的功能,特点及其应用情况等,是获得高级精美的地震图形的一种途径,具有较强的实用价值。 相似文献
943.
北京地区地震、爆破和矿震的记录图识别 总被引:2,自引:7,他引:2
以北京地区台网数据为例,讨论了天然地震、人工地震和矿山地震的区别,并对多重地震和不同地区的地震特征进行了分析。 相似文献
944.
TemporalchangesinshearwavesplittingaftertheM=5.2ShimianEarthquake of June 9,1989Tian-ChangCHEN;Zhi-JunLI;Run-ShengZHANG;GuoGu... 相似文献
945.
地震科技信息的积累和应用是我国地震科学事业发展的基础,我国的地震信息工作在地震预报的探索和研究中以及地震工程应用中,均发挥了重要的作用,为进一步认识地震科技信息的重要性,发展这一事业,本文就地震科学研究与地震科技信息的内在联系,地震科技信息的运行机制及地震科技信息工作的发展提出了一些新的观点。 相似文献
946.
耗能-隔震柔性底层钢管混凝土-钢筋混凝土组合框架的实验研究 总被引:1,自引:1,他引:1
本文用钢管混凝土柱作为结构底层耗能柱、用承重墙和隔震器控制结构底层倒塌破坏,从而提出了一种新的耗能-隔震柔性底层结构体系。通过本文12根钢管混凝土柱和文献[7]中7根钢管混凝土柱的低周疲劳实验,初步确定了钢管混凝土柱地震损伤模型的参数;通过两个钢管混凝土-钢筋混凝土三层框架模型和一个纯钢筋混凝土三层框架模型的拟动力实验,研究和比较了两类结构体系的地震损伤。 相似文献
947.
Abstract The Waipapa Terrane in northern North Island, New Zealand, is a Mesozoic accretion-ary complex formed along the Gondwana margin. It contains abundant melange rocks with distinctive characteristics. Precise analyses of their mesoscopic fabrics in Waiheke Island near Auckland have revealed the following sequence of deformation. The earliest phase of deformation of the sandstone/mudstone association, which is the main constituent of this terrane, originated by chaotic mixing of sand and mud due to liquidization of water-saturated, poorly consolidated sediments. The second phase was characterized by hydrofracturing and subsequent forceful injection of ductile mud into rather brittle sand. Local intrusions of sand forming dykes and sills followed these events, as well as intrusions of pelagic/hemipelagic green argillite originally underlying the sandstone/mudstone association. An abundant occurrence of these mixing and multi-stage injection/intrusion fabrics strongly suggest that the Waipapa Terrane around the study area was a site of high pore-fluid pressure. Scaly-foliated melange fabrics with monoclinic symmetry, originating from layer-parallel shearing, were then locally superimposed on the pre-existing melange fabrics. Similar scaly-foliated fabrics also developed in the chert beds originally intercalated between the green argillite and the uppermost part of the oceanic crust. These scaly fabrics might have been related to the regional stacking and juxtaposition of the accreted sediments. The sequence and variation in style of deformation forming the melange fabrics presumably reflected changes in porosity and state of compaction of accreted sediments in a shallow tectonic level. 相似文献
948.
Abstract Slab detachment is a geophysical instability whose manifestation can be revealed by seismic tomography. Evidence of this phenomenon is in the Dinarides/Hellenic and the New Hebrides subduction zones. Subducted slabs in these regions are torn horizontally at depths ranging from 100 to 300 km. We constructed a viscoelastic three-dimensional finite element model and investigated the state of stress. We found that an area with high stress concentration of the order of several hundred MPa is formed near the tip of the tear inside the slab, which can cause lateral migration of the tear. Favorable conditions for slab detachment are characterized by large interplate frictional force at a subduction zone and small slab resistance force deeper down. Stress concentration increases with the down-dip tension inside the slab. The phenomenon of slab weakening has also been studied from a thermal-mechanical standpoint, using a two-dimensional convection model with non-Newtonian, temperature-dependent rheology. The stress-dependent rheology plays an important role in causing local weakening of the descending slab. In strongly time-dependent situations the fast descending slab is not strong everywhere but has a weak region in the middle, making it vulnerable to slab detachment. The presence of viscous heating will enhance slab detachment tendency by further weakening the interior by the frictional heating. Besides these effects, there are other mechanisms which can also weaken the slab interior and help to make slabs more pliable and susceptible to detachment. 相似文献
949.
Jiahao Lin Guizhen Song Yong Sun F. W. Williams 《Soil Dynamics and Earthquake Engineering》1995,14(4)
In this paper, a direct Ritz method is presented for analysing the responses of non-uniform shear beams subjected to the action of an evolutionary random seismic excitation. Because of the use of a pseudo ground acceleration, time-dependent random responses can conveniently be calculated by solving a set of deterministic equations of motion. These responses include power spectral densities, variances and higher spectral moments of any required responses of the beam. A non-uniform beam example was solved and the time-dependent variances and second spectral moments of both the beam-top displacement and the beam-base shear force are given to show the simplicity and effectiveness of the method, which can also easily be applied to other continuous elastic structures. 相似文献
950.