抗震的

In order to testify and study the seismic behavior of ceramic curtain wall, a steel frame model with full-scale ceramic curtain wall system was made and the shaking table test was done.

通过钢结构框架外挂足尺陶板幕墙模型的震动台试验，研究了陶板幕墙的抗震性能。

On the base of codes in 1989,a series of seismic measures are improved in new codes,such as limit of inner-storey drift angle,minimum reinforced rate,column-beam moment magnification coefficient and moment magnification factor at the column base,etc.

在89规范的基础上，本次规范修订进一步提高了包括层间位移角限值、最小配筋率、柱一梁级差系数等等在内的一系列抗震设计措施。

Kimcheon era 150,000 square meters floor area, building a total 122.8 meters high, gold-colored facades-wide curtain walls, building structure framework, steel capacity of 37,000 tons, equivalent to a quarter of the amount of bird's nest of steel Third, structural stability, seismic standards to achieve 8 crack, the form of the building with Chinese characteristics, modeling of gold bullions, Deng-Ke Jinbao meaning.

金泉时代建筑面积15万平米，建筑总高122.8米，外立面采用全金色玻璃幕墙，建筑结构为纯钢框架结构，用钢量为3.7万吨，相当于鸟巢用钢量的四分之三，结构稳固，抗震标准达到8级裂度，整个建筑形态为具有中国特色的金元宝造型，寓意登科进宝。

These door closers not only have the functions of closing, latching, buffering and delaying, but also have the function of 40-to-85-kilogram or 60-to-120-kilogram force adjustment.

我公司的闭门器产品不仅有关闭，加锁，抗震，延迟？（这些专业术语你应该很清楚，知道是什么功能）等功能，还拥有40-85公斤或60-120公斤的压力调节装置。

This pater analyses clou of many fortified lines from aseismatic design s and constructions,aiming to summarize experiences and analyse thoughts,so that it can provide guidances to constructural designs and constructions.

从结构抗震设计及建筑施工实例中分析了多道设防防线的中心思想，总结了在工程设计和工程施工中多个环节实施多道设防防线的具体措施。

The structural scheme of an eight stories steel frame building is designed based on performance by using Pushover capacity spectrum method in this study.

随着人们对结构性能、安全、经济等诸多方面的重视，考虑建筑物性能目标的抗震设计受到了人们的关注l，2〕。

In this thesis we analyzed and summarized the anti-deformation function of frame construction in ground deformation -area.

对地表变形区框架结构的抗变形性能进行了分析、研究和总结，归纳了框架结构抗变形设计的原则及其措施，并提出框架结构抗变形和抗震双重设计理论及其研究思路。

Experimental results of new type joints between the column and the steel beam of concrete-filled rectangular steel tubular under reversed cyclic loads are presented. The earthquake resistant capacity of the joint is influenced by infilled concrete, stiffener length and relative dimensions of column and beam.

介绍了新型方钢管混凝土柱与钢梁节点在低周反复荷载作用下的试验结果，分析了内填混凝土、加劲肋长度和梁柱相对尺寸等对节点抗震性能的影响。

And contrast on them have carried out, result comparatively is identical with test result , this is that actual structure interposes the damper aseismatic design having provided the beneficial reference right away.

并对它们进行了对比，结果与试验结果比较吻合，这就为实际结构设置阻尼器的抗震设计提供了有益的参考和帮助。

A numerical model is developed based on the arch dam nonlinear dynamic analysis program ADAP-88 to simulate the strengthening performance of damper measurers installed in arch dams.

本文在已有的拱坝非线性动力分析程序ADAP-88中加入阻尼器模型，开发完成了可考虑阻尼器抗震加固措施的数值分析程序，并将该程序应用于大岗山拱坝的非线性动力反应分析中。

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。