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The results from explosion earthquake and telluric electromagnetic sounding are consistent with the structural features of the crust manifested by the geophysical field.

基于重力场异常、航磁异常、地壳厚度变化、地震剖面、大地电磁测深、遥感、大地构造研究和近年来的地震记录等资料,首先充分了解川滇地区的地壳结构和现代地壳活动特点。

Minutes after the western temblor , a second, smaller quake struck hundreds of miles away , in an outer district of Beijing.

分钟后,西部的地震,第二,规模较小的地震数百英里以外,在一区外的北京。

There's been more destruction in central China today after a powerful aftershock. The latest temblor destroyed another 71,000 homes. At least one person was killed, more than 400 were injured.

在今天的一场余震中,中国中部地区遭受了更严重的损坏,最近的一次地震毁坏了超过71000所房屋,至少一人死于此次地震,并且有超过400受伤。

Minutes after the western temblor , a second, smaller quake struck hundreds of miles away, in an outer district of Beijing.

数分钟后,西部的地震,第二,规模较小的地震数百英里以外,在一区外的北京。

The severity of the temblor, which was China's worst in three decades and exceeded the level foreseen by government building codes, magnified the damage.

此次地震是近三十年来中国遭遇的最为严重的一次地震,超出了政府规定的建筑抗震等级,造成了巨大的生命财产损失。

California faces an almost certain risk of being rocked by a strong earthquake by 2037, scientists said last month in the first statewide temblor forecast.

科学家说,在上个月的第一次全州的地震探测中,2037年,加州将经历几乎已经成为事实的一场强劲地震的袭击。

Modeled with maximum entropy spectrum analysis and prominent period stacking, the historical earthquake activity in Guanting reservoir and its surrounding area is studied. The earthquake risk of the area in the next fifty years is predicted with the prominent periods that we obtained.

利用最大熵谱分析与显著周期叠加建模的方法,首先对官厅水库及邻区的历史地震活动进行最大熵谱分析,然后利用所得到的显著周期进行建模,最后对未来50年内官厅水库及邻区的地震危险性进行了分析和预测。

The results of the theoretical model and the field data demonstrate the effectiveness of the method.

理论模型和实际地震资料的地震数据重建结果显示了本文算法的优点。

Heart-rending as they are, Chile's deaths and losses are far smaller than those of Haiti, struck seven weeks ago by an earthquake that was a thousandfold weaker.

智利的伤亡损失情况固然令人痛心,但比海地要轻得多。智利此次地震的强度可是海地7周前地震的上千倍。

First of all, the paper carried out test study on four two-spanned model members of FSMRCWB, including three 1/2-scaled two-storeyed models and one 1/3-scaled three-storeyed model. The paper analyzed the test results, including analysis on mechanical property of the composite wall beam under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads. Secondly, the nonlinear property of concrete is studed and the nonlinear models of FSMRCSS is builded by ANSYS. Last, The paper studies the result of ANSYS, which mainly includes the loading-displace curve of FSMRCSS under horizontal loads and constant vertical loads, the mechanics of arch under vertical loads lonely and under horizontal loads and constant vertical loads respectively, and status of the distribution and changing of vertical stress and cross shear on the surface of the suporting beam, and the influence of span ratio and hole.All in all, the caculating results are in good agreement with the test results.

本文首先进行了三个1/2比例的两跨两层和一个1/3比例的两跨三层的框支密肋复合墙梁的模型试验,分析了框支密肋复合墙梁在竖向荷载作用下的受力性能,以及在竖向荷载与水平低周反复荷载共同作用下的受力性能、变形性能、滞回性能、耗能系数及破坏形态;其次,研究了混凝土的非线性特性,建立了框支密肋复合墙梁非线性有限元模型,并借助大型通用有限元软件ANSYS进行计算;再则,进行了非线性有限元结果分析,主要研究框支密肋复合墙梁在竖向荷载与水平地震力共同作用下的荷载位移曲线,分析在竖向荷载单独作用下和在竖向荷载与水平地震力共同作用下墙梁的拱作用,托梁顶面的竖向应力和横向剪应力分布及变化情况,并讨论跨度比、洞口对墙梁拱作用和托梁顶面的竖向应力的影响。

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