抗震

The result can be referable to the structure antiseismic design and evaluation.

对今后基于能量原理的抗震设计和评估方法的应用，具有一定的参考作用。

By means of full and accurate investigation of historic and archaeological data, and combining with the survey of the relict structures of ancient Chinese buildings, a lot of investigations has been done, the origins , development, evolution of timber buildings in Chinese various historic times are studied with principle, types, constructions and functions of the structure.

通过对翔实历史与考古资料的调查，并结合于中国古建筑遗构的勘测，进行了许多有关这类结构的起源、发展和演变方面的研究工作，结果表明：(1)木构架具有相当好的抗震性能，由于这类木造结构的材料具有良好的弹塑性性能、以及榫卯节点的柔性连接，以致在地震过程中，大量的地震动能量被消耗掉。

The response surface approach is introduced to the earthquake-resistant reliability analysis of complicated structures.

4把响应表面法引入复杂结构的抗震可靠性分析中。

Restoring force model plays a very important role in the research of earthquake-resistant structure.

恢复力模型选择是结构抗震中一个很重要的问题。

Collapse-proof systems of bridges consist of unseating prevention devices,seismic restrainer...

文章综述了国内外防落梁系统中梁搁置长度、限位装置、连梁装置、梁间碰撞和缓冲装置等的研究进展，分析了各国抗震设计规范对防落梁系统的规定，同时对防落梁系统在国内的发展和应用提出了建议。

These earthquakes also arouse engineers to resurvey the behavior of end-plate connections. It is well known that end-plate connections have definite flexibility, which can increase damp, prolong period, and decease swing of structure.

端板连接是一种具有一定柔性的连接形式，当框架结构采用这种节点时，可以增加结构的阻尼，延长结构自振周期，减小震幅，从而降低震害，是抗震的理想选择之一。

In a word, it is important to make systematic research on dynamic performance of single layer reticulated domes under earthquake action in a theoretical or practical view.

同时，随着超大跨度的单层网壳结构的不断涌现，其结构重要性不言而喻，因此其抗震问题的研究也有着直接的工程意义。

Aiming at the point of the structure such as vertical discontinuous, local retractile floor, the torsional controlling measures were pointed out to avoid torional failure.

针对框排架竖向布置不连续，局部楼层收进的特点，讨论竖向不规则性对结构抗震性能的影响。

All these will contribute to seismic design, evaluation and retrofit of piers with low reinforcement ratio.

4讨论了桥墩抗震计算中常用的滞回模型，分析了它们的特点和应用范围。

This paper introduces a concept of recent seismic design method for steel sheet pile revetment in Japan, and seismic behavior obtained by an experiment for steel sheet pile revetment.

本文介绍了日本钢板桩护岸抗震设计方法的观念，以及试验中钢板桩护岸在抗震性方面的表现。

This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

Cell morphology of bacterial ghost of Pasteurella multocida was observed by scanning electron microscopy and inactivation ratio was estimated by CFU analysi.

扫描电镜观察多杀性巴氏杆菌细菌幽灵和菌落形成单位评价遗传灭活率。