查询词典 earthquake-proof

Focal depth of the earthquake is the most in 1963 in Indonesia Irian Jaya province in northern waters of the 5.8 earthquake, the focal depth of 786 km.

震源深度最深的地震是1963年发生印度尼西亚伊里安查亚省北部海域的5.8级地震，震源深度786公里。

Based on the establishment of the intensity attenuation relation of Jiangxi Province and its adjacent areas by analyzing isoseismic line data, we develop the attenuation relations for horizontal peak ground acceleration and response spectrum of the areas by selecting the west of USA as the reference region and using the transforming method. In comparison with the seismic motion attenuation relation of eastern China, the result better represents the features of historic and modern earthquake damage distribution in the area, and may contribute to seismic safety evaluation, earthquake damage prediction and fast loss assessment.

在利用江西省及邻区的地震烈度等震线资料建立该区地震烈度衰减关系的基础上，以美国西部为参考地区，转换得到了相应的水平向基岩峰值加速度与反应谱衰减关系，并与中国东部地区的地震动参数衰减关系进行了对比，其结果更加符合该区历史和近代地震震害分布的地域性特点，可进一步应用于地震安全性评价、震害预测、损失快速评估等研究。

So we suggest in design of the jacketing steel reinforced concrete frames prestressed with bonded tendons for storey-adding, in the area of earthquake fortification intensity of degree 8, steel reinforced concrete frames prestressed with bonded tendons situated in Class II and III soil with the height of ground floor is 8.1m and the number of added stories is 2 to 4, multiplying coefficient of bending moment of column, detail of seismic design of beam, column, and joint, should conform to a higher one earthquake-resistant grade.

建议套建增层预应力钢骨混凝土框架结构设计时对于8度抗震设防区建造在II、III类场地土上的底层结构层高为8.1m，增层层数为2层到4层的原二级抗震框架其柱端弯矩增大系数及相应的梁、柱、节点的抗震构造措施应按一级抗震框架取用。

Firstly, double difference method is used to relocate Ludian earthquake sequence occurring from August to December in 2004 and in Yunnan province located in the """"north and south earthquake belt"""", and the more accuracy relative locations are obtained.

第一方面的工作是运用双差法对2004年8月—12月发生在南北地震带上的云南鲁甸地震序列进行了精确定位，同时在资料的处理和结果的分析上，建立了一整套比较完善的方法。

The main distribution area of loess is also the area of macroseism,which, in the history, the big earthquake has happened and initiated the massive loess liquefication and landslide, created seriously earthquake disaster .

黄土的主要分布区也是强震的多发区，历史上曾发生过多次大地震，引发了大面积的黄土液化和滑坡，造成了严重震害。

We analyzed and compared the Zhaosu M6.1 earthquake's sequence and its catalog of the seismic institute of Kazakhstan science and educational bureau, renewed the seismic datum of Kazakhstan seismic station net, and relocated the Zhaosu M6.1 earthquake and its 51 aftershocks, in the end, we discussed its macroseismic epicenter and microseismic epicenter .

摘要分析比较了中国新疆昭苏6.1级地震序列资料和哈萨克斯坦科教部地震研究所提供的该次地震目录，通过补充哈萨克斯坦地震台网的地震资料，对2003年12月1日发生的昭苏6.1级地震及其51个馀震进行了重新定位，并对此次地震的微观震中、宏观震中进行了讨论。

Based on earthquake damage assessment and macro-observation,the macrointensity of Zhangbei Ms6.2 earthquake is determined with the 2 criterion of damage degree and index.The intensity of meizoseismal region is Ⅷ degree.

充分利用震害评估和宏观考察的资料，采用震害程度和震害指数2个标准共同确定了1998年张北6.2级地震的宏观烈度。

Although both of the Longling earthquake in 1976 and the Lancang-Gengma earthquake in 1988 have similar parameters, such as time, location, magnitude, type, intensity of the meizoseismal area and socioeconomic states, the casualties are different as much as 10 times.

1976年云南龙陵、1988年云南澜沧－耿马地震发震时间、地点、震级相近，地震类型相近，极震区烈度相同，灾区社会经济状况基本相似，但人员伤亡相差10倍。

The results of rupture landform investigation indicate that this fault is one of weak active faults in Holocene, its average vertical slip rate is 0.5~0.6mm/a. On Jun. 15, 1975, Liuba M6.2 earthquake in Kangding occurred on the fault. The macro-epicenter located at Shuobu-Moda, Liuba county. The direction of long axis of meizoseismal area is same as that of Yunongxi fault trend. The occurrence of the earthquake is resulted from the newest activity of the fault.

断错地貌研究结果表明，该断裂为一条全新世弱活动断裂，平均垂直滑动速率为0.5~0.6mm/a左右。1975年1月15日康定六巴6.2级地震发生於该断裂上，宏观震中位置位於六巴乡溯布－莫达村附近，极震区长轴方向与玉农希断裂走向一致，是该断裂最新活动的表现。

How to ensure this new structure to be in elastic state under frequent earthqu ake, be mendable under design earthquake and not collapse under infrequent earthquake, especially the last item, is the problem to be solved imminently in engineering field. Center around this problem, 5 aspects of investigation are carried out as following:(1) The experiment of seismic performance of ASCCs in this new frame structure has not been reported, in order to study this problem, 9 ASCC specimens with shear steel plate are tested subjected to the horizontal low cyclic loading, in which, the shear span ratio is 3 and axial compression ratio is different. The hysteretic curves of 9 specimens are obtained. The seismic performance indexes such as energy dissipation, stiffness degradation, strength degradation, skeleton curves and ductility of this kind of column are acquired, and the seismic fortification measures including ultimate values of axial compression ratio under different seismic degree are suggested.

1新型框架结构中所采用的角钢混凝土柱抗震性能的试验研究尚未见报道，针对这一问题，本文进行了9根剪跨比为3、不同轴压比、采用钢板箍的角钢混凝土柱在水平低周反复荷载作用下的试验研究，获得了9根试验柱的滞回曲线，考察了该类柱的耗能、刚度退化、抗力衰减、骨架曲线及延性等抗震性能指标，建议了角钢混凝土柱在不同抗震等级下的轴压比限值等抗震构造措施。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。