抗震的

Using modal and spectral analysis in ANSYS＇ dynamic analysis, earthquake resistance analysis has been performed on 3D model of steel platform of air-cooling island in thermal power plant.

利用ANSYS软件动力分析功能中的模态分析和谱分析功能对火电厂空冷岛钢结构平台的三维模型进行地震波作用下的抗震分析。

On the basis of the knowledge highway's ruin of the past, in high earthquake intensity area of highway, underground structure may be fall into ruin for the seismic motion, especially, the entrance of tunnel is the weakest of the tunnel. As based on the soil-structure interaction model, adopting the soft of FLAC3D and numerical analysis method, the tunnel entrance has been computed by the elastic and plastic method, the results obtained are discussed and the measures for design and solution are presented.

根据以往的受震破坏经验，在公路隧道的高烈度地震带，地下工程可能会遭受严重震害，尤其洞口段为抗震薄弱区，本文采用FLAC3D软件，从土－结构相互作用模型出发，运用数值分析方法对隧道洞口段进行了三维弹性和弹塑性分析，得出了相应结论，并对结果进行分析，指出隧道抗减震设计中应注意的事项，并提出相应解决措施。

So it is very important to adopt the effective seismic fortification measures to insure the safety of the structure in earthquake.

因此，对大跨度斜拉桥结构桥梁采取合理有效的抗震措施以确保其在地震中的安全性，具有十分重要的社会和经济意义。

Bottom -frame brick house construction with shear wall is the special construct system, It needs some special considertatio

底层框架抗震墙砖房是下部为框架，上部为砖混的一种特殊的结构体系，在设计中需要一些特殊的考虑。

The conventional measures can increase the seismic force acted on the structure while enforcing the seismic resistant capacity of the structure, and incoordinate the relations between the strength and the ductility of structure.

常规抗震加固措施在加强结构的同时，也会增大结构所受到的地震力，很难协调好加固后结构的强度和延性两方面要求。

C. framed structure with infill walls for resisting earthquake is studied.

为了研究这类建筑的地震反应和砖填充墙的抗震作用，作者利用这些地震记录分析这座建筑的地震反应，并进行了模拟地震试验。

Tests of three interior and three edge slab-column connections are studied in this paper. The properties of connections under vertical load and lateral reversed load are analyzed. The load-displacement hysteretic curve, development of crack, energy dissipation capacity and failure mode of slab-column connections are studied.

本文首先进行了六个板柱节点在竖向剪力和低周反复荷载作用下的试验研究，探讨了节点不平衡弯矩、板厚、柱截面尺寸、板配筋率等对节点受力性能和抗震性能的影响，分析了节点的荷载-位移滞回曲线、裂缝开展、延性性能和破坏形态等。

The step by step integration and iteration procedure was performed within every time interval.

采用空间等参单元，对某坝作了实算，提供了坝体及面板的三向静动变形和应力、伸缩缝和周边缝的三向静动变形等成果，并提供了面板的抗震稳定安全系数过程线。

General procedure for liquation experiment of tailing dam s has been generalized,that is,preliminary identification has to be done for tailing dam s according to Design Code for seismic building's identification conditions.

概述尾矿坝液化试验判别的一般步骤，即根据《建筑抗震设计规范》中的初判条件对尾矿坝土层进行初判，在尾矿坝土层不满足初判的条件下，利用标准贯入试验对尾矿坝是否存在液化危害进行复判。

This study has laid foundation for the development of future applicants of MPC in practical anti-seismic design.

仿真结果表明预测控制是一种简单、有效的控制方法，可以显著地减小高层建筑结构在地震波激励下的加速度和位移响应，为预测控制在实际抗震设计中的应用打下基础。

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。