查询词典 earthquake-proof

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。

Recent Reza, especially Taiwan earthquake findings are proof of structural steelwork in earthquake good performance.

近年来的震害，尤其是台湾大地震调查结果更是证明了钢结构在地震中的良好表现。

Earthquake-proof research of underground structure occupies an important place in earthquake engineering.

地下结构的抗震研究是土木工程抗震研究的重要组成部分。

Reportedly, Guangzhou has more to prevent, identify areas in the earthquake, Guangzhou schools, hospitals and other places have achieved our earthquake-proof requirements.

据介绍，广州市向来比较重视防震，在抗震鉴定方面，广州的学校、医院等场所均达到了抗震设防的要求。

The production of various specifications of models of the general pressure gauge, pressure gauge in high pressure, pressure controller, pressure gauge controller, seismic pressure gauge, pressure gauge earthquake-resistant, resistance FarEasTone pressure gauge, dual scale pressure gauge calibration and three, stainless steel pressure gauge pressure recorder, oxygen pressure gauge, a wind pressure gauge diaphragm pressure gauges, diaphragm pressure gauges, diaphragm pressure gauge, pressure gauge needle, explosion-proof electric contact pressure gauges, explosion-proof induction type contact pressure gauge, ultra-high pressure manometer.

生产各种规格型号的普通压力表，中高压压力表，压力控制器，压力表式控制器，抗震压力表，耐震压力表，电阻远传压力表，双刻度及三刻度压力表，不锈钢压力表，压力记录仪，氧压力表，出风压力表膜盒压力表，膜片压力表，隔膜压力表，双针压力表，防爆电接点压力表、防爆感应式接点压力表，超高压压力表。

The lamp is Small volume, light weight, water-proof, quake-proof, antisepticize, explosion-proof.

灯具体积小，重量轻，防水，防震，防腐，防暴。

In the thesis , we give combinatorial proof of some q-identities using integer partition.In the thesis some vital identities with binomial coefficient are given with their combinatorial proof, and the q-analogues of some identities are offered with corresponding combinatorial proof using integer partition.

本文给出了一些重要的二项式系数恒等式的组合证明或组合解释，并从分拆的角度给出了一些q-恒等式的组合证明，其中突出的成果是给出了平方和恒等式的一个直接的组合证明并给出了偶数平方和与奇数平方和的q-模拟及组合证明。

The proof system is the core of the civil suit system and the proof limitation system is the core of the proof system.

证据制度是民事诉讼制度的核心，而举证时限制度又无疑是证据制度的核心。

Vishnu entered a dark fourth dimensional dream that did not support his field or continued life.

毗瑟挐进入了一个第四密度的黑暗梦想，那里并不支持他的能量场或继续生命。

Leaders and decision-making persons use it to collect the data, including the information of unit work, handing in fee, oweing fee, prepaying fee,changing and afterpaying and account transfering of joining-insurance employee, and account paying of all kinds of insurances from hospitalization insurance institutions.The collected data is picked up, organized, switched and showed to user.

该子系统主要面向各级领导、决策分析人员；从各个医疗保险经办机构和定点医疗机构采集数据，包括在各个医疗保险经办机构处理的单位办公信息，单位缴费、欠费、预缴费信息，参保职工变更信息，参保职工增减变动信息，参保职工补缴信息，参保职工帐户划拨信息：包括各定点医疗机构处理的各险种帐户支出信息，各险种的统筹金支付信息等；将采集的数据提取，组织和转换，然后展示给用户。