抗震的

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。

According to the safety problems in earthquake for the modern urban areas, some main problems are analysed and the safety precontrol countermeasures of the modern urban lifeline system are put forward in this paper, in order to improve the capacity of disaster-resistance in mordern city.

摘要根据现代城市抗震防灾要求，分析现代城市抗震防灾需要研究解决的主要问题，提出现代城市生命线系统抗震减灾对策及具体的安全预控措施，从而提高城市的抗震防灾能力。

According to the safety problems in earthquake for the modern urban areas, some main problems are analysed and the safety precontrol countermeasures of the modern urban li feline system are put forward in this paper, in order to improve the capacity of dis

摘要根据现代城市抗震防灾要求，分析现代城市抗震防灾需要研究解决的主要问题，提出现代城市生命线系统抗震减灾对策及具体的安全预控措施，从而提高城市的抗震防灾能力。

A brief discussion on seismic design of high arch dams is made through the following three aspects:interaction of arch dams-foundation-reservoir water,dynamic stability of high arch dam abutment ,effect of transverse slots on seismic design of high arch dam,and those aspects referred to above is not enough for seismic design of high arch dam.

对高拱坝的抗震设计进行了分析，包括拱坝坝体-地基-库水动力相互作用分析、高拱坝坝肩抗震稳定分析、横缝对高拱坝抗震设计的影响，仅对高拱坝抗震设计研究的几个方面进行了概括总结。

Ellis hopes that replacing the collapsed buildings with earthquake-proof structures could prevent future tragedies.

艾利斯希望把坍塌的房屋换成抗震的建筑物能够防止未来的悲剧。

Ellis hopes that replacing the collapsed buildings with earthquake-proof structures could prevent future tragedies.

艾利斯希望把坍塌的房屋重建成抗震的建筑物，能够防止未来的悲剧。

Dr Hausler, the founder of non-profit organisation Build Change, has spent much of the past year in Sichuan helping farmers build earthquake-proof homes.

Hausler博士是非盈利性机构&建筑改变组织&的创始人，去年大半年的时间他都在四川省帮助农民们建造抗震的房屋。

The earthquake-proof Fuji TV Building, a landmark in Odaiba, was designed by renowned Japanese architect Kenzo Tange.

抗震的富士电视建筑物，一个标志性的建筑在御台场，设计由有名的日本的建筑师丹下健三。

The torsion meter can be used to mock the torsion waves' spreading and destruction, it also can be used to make traditional rocking bed experiment, bouncing bed experiment and three dimension mixed experiment.

扭仪除了可以用来模拟扭波的产生传播和破坏而外，还能用它来作传统的摇床式实验、蹦床式实验和三维混合实验，是一个万能实验仪，可用它来证明各种传统的实验结果均与地震破坏相悖，都不能做为设防抗震的依据。

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。

Do you know, i need you to come back

你知道吗，我需要你回来

Yang yinshu、Wang xiangsheng、Li decang,The first discovery of haemaphysalis conicinna.

1〕 杨银书，王祥生，李德昌。安徽省首次发现嗜群血蜱。