查询词典 earthquake-proof

The amended results are: the name of this historieal earthquake is suggested to be Yanqing Haituo Mountain earthquake in Beijing; its occurrence time is in September of 294; its magnitude is estimated to be 6 and the epicentre to be at (115.83°E, 40.59°N) with a location accuracy of grade Ⅱ.

校订后的结果是：地震名称应为北京延庆海坨山地震，发震时间为公元294年9月，震级为6级，震中位置为115.85°E、40.59°N，震中误差为Ⅱ类。

Liquor-making enterprises in Sichuan had suffered great loss from May.12 Wenchuan Earthquake. The main reasons for distilleries' loss were analyzed and the following recommendations were put forward for the reconstruction and the restoration of the damaged distilleries: 1. layout design of workshops strictly followed relative national requirements and anti-earthquake grade of key workshop enhanced advisably; 2.the techniques of shock isolation, shock absorption and shock prevention etc. should be applied in...

在5·12汶川大地震中，四川白酒企业遭到了重大损失，分析了其主要原因，并建议白酒厂在新建、改建、扩建时满足以下条件：①严格按照国家有关规范中规定设计，对重点车间适当提高设防等级；②逐步将隔振、减振、制振等技术应用到白酒厂房屋设计与生产设备安置中；③贮存容器安置要科学合理，并采取适当的保护措施，大型贮存容器的设计要考虑底部抗压问题，以防止次生灾害的发生。

Buildings are the focuses of people's life, the destroy of those will have great influence on people's life. However, if the government interferes in reconstruction deeply, it will transfer the taxation of non-disaster area to disaster area, and so does the relationship between those who don't bear risks and those who bear risks. The result is unfair, so the effective way to protect people's property is to use insurance to bear risks. Although Taiwan has had earthquake insurance since 1972, the number of people who got amende wasn't large. Taiwan repaired the earthquake insurance of buildings, but the price of it was regular, which was unfair. The lack of accurate legitimacy and clearness reveals from this process.

由於住宅是国民生活重心，若是遭受损毁将会对人民生活带来影响，然而政府若是过度介入补救工程，会使国家税收由非灾区转移到灾区、非风险承担者转移到风险承担者身上，造成其间的不公平发展，因此有效保障国民财产安全方法便是采用保险制度来分担风险，虽然我国早在民国61年起便已开办地震保险，但根据资料指出在集集地震灾害中受保障的民众仍不多，民国八十七年前投保地震保险户数实际仅占约国内户数的0.2％，我国在集集地震后重新制订住宅地震保险制度，其保险费用采用单一保费，有违背保险之公平原则，由此可以看出新制地震险在建筑物损害率方面缺乏明确的合理化且透明化的过程。

Methods combined treatment with psychology, surgery and traditional chinese medicine was applied to 80 senile patients with femoral fracture by earthquake.results the incision healing of the 80 cases reached i/a; cr showed good reduction of the fracture after operation; no bedsore and deep vein thrombosis occurred; no hip and knee anchylosis and no limb muscular atrophy were found; functional restoration advanced obviously.conclusions it is effective and necessary to provide combined treatment to senile patients with femoral fracture by earthquake.

对80例高龄股骨骨折患者采用心里、手术、中药、跨学科的康复综合治疗对治疗结果进行分析，总结经验。结果 80例患者手术后切口ⅰ/甲，cr片骨折对位对线好，无褥疮及下肢深静脉血栓形成，髋膝关节无僵硬、肢体肌肉无萎缩，功能康复明显提前。结论对地震伤高龄股骨骨折患者采取心里、手术、中药、跨学科的康复综合治疗是必须的，可行的。地震伤；高龄骨折；治疗

Based on the analysis to the anomalies of Wen'an Ms5.1 Earthquake,it is found that anticlockwise migration is a basic feature of earthquake activity, and it can be as a background anomaly.

对文安5.1级地震的一些异常进行了分析和总结，认为地震逆时针方向迁移可能是地震空间活动的一个基本特征，其可作为背景异常。

A strong earthquake shook Portugal's mid-Atlantic Azores archipelago early Thursday, according to the US Geological Survey's Earthquake Information Center.

强烈地震震撼了葡萄牙大西洋中亚速尔群岛早期周四、根据美国地质调查局地震信息中心。

This thesis is based on October 8, 2005 7.6-level earthquake reconstruction in the Pakistan disaster areas. Pakistan Earthquake Bureau designed the architectural standard as the background of the China-Pakistan cooperation project, and a sub-project under the standard is discussed in this thesis. Ordinary sintering brick and stone-dust mortar masonry are set as window walls of masonry walls construction, which is also the object in this thesis. Based on the quasi-static experiment, the masonry walls earthquake damage patterns and seismic behavior are studied, underlining Pakistan formulation of the unified national standards for architectural design with basic data.

本文以2005年10月8日巴基斯坦发生7.6级地震后灾区重建、巴国地震局制订建筑设计规范为背景，以烧结普通砖和石头粉砂浆砌筑的窗间墙砌体墙片为对象，以拟静力试验为基础，研究了砌体墙片抗震的破坏形态和抗震性能，为巴基斯坦制订全国统一的建筑设计规范标准提供了基本试验数据，同时也为砌体墙片抗震性能研究提供了一种有限元计算方法。

Before the earthquake a day or two, cattle, horses do not rush into the ring, bouncing bounce chaos, more than bray, disturbed by the irritating, reducing diet; some do not feed Zhu Yang, disturbed by the irritating, Luancuan run; Kuangjiao more than a dog; Not chicken into the nest, fear not cry; not duck into the water; chaos rabbit hop bounce, and alarm; pigeons in a few days before the earthquake Jing Fei, did not return to the nest; close to a pot of bees to fly away to a pot; response to the most sensitive rats , In the earthquake the previous day to a few days, the mice to run all of a sudden a light, and some small mouth moving rats; some of the snakes out of hibernation outside, a tree; bounce You panic shore fish, such as Potentilla belly.

震前一、二天，牛、马赶不进圈，乱蹦乱跳，嘶叫不止，烦燥不安，饮食减少；一些猪羊不吃食，烦燥不安，乱跑乱窜；狗狂叫不止；鸡不进窝，惊啼不止；鸭不下水；家兔乱蹦乱跳，惊恐不安；鸽子在震前数天惊飞，不回巢；密蜂一窝一窝地飞走；老鼠反应最灵敏，在震前一天至数天，老鼠突然跑光了，有的叼着小老鼠搬家；有些冬眠的蛇爬出洞外，上树；鱼惊慌乱跳游向岸边，翻白肚等。震前动物有预兆；老鼠搬家往外逃；鸡飞上树猪拱圈；鸭不下水狗狂叫

On behalf of the CPC Central Committee and the State Council and Central Military Commission, to the brave and indomitable disaster areas cadres and the masses, for earthquake relief to have made outstanding contributions to the People's Liberation Army officers and soldiers, armed police forces, militia and reserve police officers, the majority of the full life-saving medical care , To the earthquake relief Buweijianxian in-depth news coverage, reports, the first line of journalists, selfless assistance to the disaster areas in all regions and departments and people of all nationalities throughout the country paid high tribute to China's earthquake relief assistance of foreign governments and international friends said My heartfelt thanks.

我代表党中央、国务院和中央军委，向英勇顽强的灾区干部群众，向为抗震救灾作出突出贡献的人民解放军指战员、武警部队官兵、民兵预备役人员和公安民警，向全力救死扶伤的广大医疗救护人员，向不畏艰险深入抗震救灾第一线采访报道的新闻工作者，向无私援助灾区的各地区各部门和全国各族人民表示崇高的敬意，向支援我国抗震救灾的外国政府和国际友人表示衷心的感谢。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

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。