抗震的

Second, modal decoupling method for seismic response analysis of ED systems is developed. The computation results show that this method based on forcing decoupling the non-classical damping matrix of ED system has high accuracy. Combined with the aseismic design code being revised, an aseismic design process of ED structures is presented, and two design examples are given.

然后，提出了耗能减振结构地震反应分析的振型分解法，计算表明这种基于非正交阻尼矩阵强行解耦的方法有很高的精度；结合我国正在修订的建筑结构抗震设计规范，提出了滞变型耗能减振体系的抗震设计方法，并通过两个实例说明这种设计方法是可行的。

The generalized reliability of single failure mode component and unit structure under different kinds of uncertainty factors is treated perspicuously and classified. Combined with the three class fortify standard of aseismic design code,the conception of reliability vector of structures and systems with intermediate state before failure is put forward, and the calculation model of reliability vector with three stage working modes of "safety-intermediate-failure" and the operation rules of reliability vector of the simple aseismic engineering systems composed by structures are established.

针对各种不确定性因素下的单失效模式构件和单体结构，进行了广义可靠性的明晰化分类处理，结合抗震设计规范的三级设防标准，提出了具有中介状态结构与系统可靠性向量概念，建立了具有"安全-中介-失效"三级工作模式的可靠性向量计算模型，及其由结构组成的简单抗震工程系统的可靠性向量运算规则。

To associate aseismic design idea that"no damage under light earthquake, reparable under medium degree earthquake and no collapse under intense earthquake"with design method based on damage property, the thesis adopted different damage limit values to control structural damages at different levels so that the designed structure can embody the substantial need of aseismic design based on damage property.

把"小震不坏、中震可修、大震不倒"的抗震设计原则与基于损伤性能的方法统一起来，采用不同的损伤容限值来限定各水准下的结构损伤，从而使所设计的结构充分体现基于损伤性能抗震设计的实质要求。

Emulation result makes clear, be based on extensive the control of logistic control method of Boer algebra is simple, agile, convenient, effective, this logistic control algorithm fits typical ship lift structure, have apparent aseismatic damping effect, achieved ship lift structure requirement of aseismatic pilot project.

仿真结果表明，基于泛布尔代数的逻辑控制方法控制简单、灵活、方便、有效，该逻辑控制算法适合典型的升船机结构，具有明显的抗震减震效果，达到了升船机结构抗震控制的工程要求。

Simulation systems of generalized hybrid control of aseismatic structure based on MATLAB language are established.

建立了抗震结构智能混合控制的方案选择模糊专家系统的基本理论；并建立了基于MATLAB语言的抗震结构广义混合控制的仿真系统。

In China, the study on it is in its first stage, so the systemic research is of great theoretical significance and practical value to the development of aseismic design theory.

这一理论的研究在我国还处于起步阶段，因此，系统地研究基于性能的结构抗震设计理论，对我国抗震设计理论的发展具有重要的理论意义和实用价值。

Researching of Design Method and Capability of Tube Structure Possessed Double Helix-Cantilever Trusswork;2. The results show that the structure meets performance requirements of design,columns and shear-walls,steel members of cantilever and.

计算分析结果显示，结构在中震作用下所有柱及剪力墙未发生屈服、悬挑部分钢结构及其支撑柱保持弹性，实现了性能设计提出的性能目标，说明基于性能的抗震设计提高了结构的抗震性能，保证了&大震不倒&的设防目标。

The CCFT column system combines the advantages of conventional CFT column and tubed column systems and overcomes the defects in earthquake resistant behavior of the conventional concrete filled steel tubes.

这一新型钢管混凝土柱体系兼具了钢管混凝土及套管混凝土柱两者的优点，克服了传统钢管混凝土柱的抗震缺陷，为抗震地区的高层结构和桥梁设计提供了理想的选择。

Damage to the brick factory building in accordance to identify the weak links in Hangzhou Lan, corresponding measures in the earthquake.

因此根据砖柱厂房的震害特点，找出杭震的薄弱环节，提出相应的抗震措施，提高其抗震能力是必要的。

The test results confirm that the seismic behavior of cross-shaped SRC columns is good. The volume-stirrup ratio is an important influencing factor on ductility of the members, in favor of improving the seismic behavior of members significantly.

实验结果证实十字型钢混凝土柱构件具有良好的抗震性能，而且体积配箍率是影响型钢混凝土柱构件延性的一个重要因素，对构件的抗震性能的改善具有非常明显作用。

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。