抗震

新型金属阻尼器的减振机理及其在桥梁抗震中的应用第n阶振型不平衡谐量

The Research on the Damping Mechanism of a New Type Steel Damper and It s Function in Bridge Anti-seismic ; n-th nodal unbalance

转换层竖向位置对大底盘双塔结构抗震的影响并轨双基地SAR方位向Fourier变换的分析方法

Influence of the transfer layer 's vertical position on the anti-seismic of the large base double-tower structure An azimuth Fourier transform for parallel-track bistatic SAR

这些非抗震的建筑单元内部为钢构架。

These nonrestrictive units had concrete floors on an interior steel frame .

R·C·巨型框架结构抗震能力设计措施的探讨

Research on design measures for seismic resistance of RC mega-frame structures

底部加RC抗震墙框架结构体系探讨

Study on frame structure with RC earthquake resistant wall in the lower stories

采用矩形或圆形截面对RC矩形柱进行抗震加固的试验研究

Experimental Study on RC Rectangular Columns Seismic Strengthened with Rectangular or Cylindrical Section

NR支承及其在建筑物抗震上的应用

NR Bearing and Its Application to Anti earthquake of Buildings

抗震GR减震系统设计新思路

A new design approach to the knock reduction system of antiknock GR tools

高层均匀偏心RM结构实用抗震设计（二）

Seismic design of multi-story asymmetric reinforced masonry structures (ⅱ)

文中指出，现行抗震设计规范（TJ11&78）所建议的结构影响系数C，没有考虑地震烈度的影响，这是有缺点的。

It is pointed out that the structural effect coefficient C , proposed in the current aseismic design code ( TJ 11-78 ), has the disadvantage of neglecting the effect of seismic intensity .

受SPH或ATA约束的钢梁RC柱框架节点抗震性能试验研究

A Study of Seismic Behavoir on Steel Beam-RC Column Frame Joint Confined With SPH or ATA

底层柔性建筑和液压质量控制系统（HMS）的抗震优化设计方法

Optimal design method for flexible first story building and Hydraulic-mass control system

FPS动力参数对新型巨型框架减振结构抗震性能的影响

Effect of Dynamic Factors of Friction Pendulum System on Seismic Performance of Vibration-absorption Reinforced Concrete Mega-frame Structures

外包FRP可以有效地提高钢筋混凝土柱的强度和延性，从而增强钢筋混凝土柱的抗震性能。

The strength and ductility of RC columns could be effectively improved by externally wrapped with FRP , and the seismic performance of RC columns would be advanced simultaneously .

采用MTS伺服加载系统施加低周反复水平荷载以研究自密实混凝土框架结构的抗震性能。

To study the earthquake resistance behavior of self-compacting concrete frame , MTS loading system was used to put the two frames under low-cyclic horizontal loading .

本文介绍了多步简化的pushover（MSP）方法，引导出求解单体建筑物易损性指数和群体建筑物易损性指数的办法，并通过建筑物平均易损性指数曲线，来评价城市的总体抗震性能。

Based on the MSP ( multi-step simplified pushover ) method , an alternative approach to calculate the vulnerability index of single and group buildings is analyzed in this paper .

针对劲性搅拌桩复合地基的抗震性能，以ANSYS为工具，考虑桩土上部结构之间的相互作用，对劲性搅拌桩单桩复合地基在不同地震波作用下的响应进行了时程分析；

To understand the seismic behavior of a compound foundation with concrete core mixing pile , the seismic responses in time domain were analyzed under the consideration of the interaction among pile-soil-superstructure through the 3-D finite element method by using the ANSYS software .

通过用MonteCarlo技术对管网的连通性分析，确定节点的供水率和系统供水失效区，找出系统的薄弱环节，这可以为城市供水管网的震害预测和抗震加固提供有效的方法和对策。

We can determine ineffective water supplying area and the rate of water supply of node by analysing the reliability of system with Monte Carlo Method , find the weak link , and provide technique and countermeasure for damage prediction and aseismic reinforcement .

土壤-结构动力相互作用（SSI）分析及楼层反应谱（FRS）计算是中国先进研究堆（CARR）工程抗震设计的重要环节。

Analysis of Soil-Structure Interaction ( SSI ) and calculation of Floor Response Spectrum ( FRS ) is substantial for anti-seismic design for China Advanced Research Reactor ( CARR ) project .

采用复合铸造工艺将16Mn钢和工业纯锌制备出双金属层状抗震复合材料，并对其在不同条件下的单向拉伸性能和循环变形行为进行了研究。

Uniaxial tension and cyclic deformation tests of Steel / Zinc laminated composites made by casting were investigated under different conditions .

FZ-110J型避雷器体系抗震分析

Aseismic analysis of the fz-110j lightning arrester

作为工程应用，结合该评价体系，对金安桥水电站碾压混凝土重力坝在OBE、MDE和MCE三个地震设防水准下的抗震安全性进行了评价。

As an engineering application , the seismic safety evaluation of Jin ' anqiao RCC gravity dam at OBE , MDE and MCE is assessed based on the framework .

通过1片未加固带壁柱砖墙和8片GFRP加固带壁柱砖墙在低周往复荷载作用下的抗震性能试验，阐述了各试件的破坏特征；

Based on the low cyclic loading experiments on one brick masonry wall with ordinary pilaster and eight specimens of masonry walls with pilaster strengthened by GFRP , the failure characteristics of the walls are explained ;

罕遇地震作用下结构的抗震变形验算需要利用钢筋混凝土梁柱构件的三折线模型，国内外对该模型的主要参数Mc，My，α有不同的计算方法。

Tri-liner model of reinforced concrete beam and column is needed during the process of deformation calculation of RC structure under large earthquake . The Mc . , My , and α of the tri-linear model can be calculated with different method .

研究结果表明：用push-over方法能获得在地震水平载荷作用下结构中每个杆件的受力状态及其屈服过程，能发现结构中的薄弱部位，进而改进结构使其满足抗震设防要求。

The study supplys the working statement and yield order of struts in the steel-frame by push-over analysis , and by improving the structure with some feeble areas makes it meet the requirement of resisting 7-degree earthquake .

本文根据一些早期建设桥墩的实际情况，设计了三种不同箍筋间距的桥墩，分别采用Pushover和拟静力加载试验来研究其抗震性能。

In this study , three kinds of bridge piers with different stirrup space are designed according to the design of some bridge piers built many years ago and the seismic performance of them are studied by Pushover experiment and pseudo-static experiment .

目标位移估计是Pushover分析方法用于结构抗震性能评估的关键问题之一。（2）对结构的概率抗震能力分析进行了研究。

Focused on structural probabilistic seismic demand analysis and displacement-based seismic design , this dissertation involves the following work : 1 . Estimating the structural target displacement is essential for Pushover analysis method to be applied to the evaluation of structural seismic performance .

同时，对我国新的《水工建筑物抗震设计规范》（DL5073-1997）及其应用作了简要介绍。

Simultaneously , the new 《 Antiseismic Design Norm for Hydraulic Structure 》 in China ( DL5073-1997 ) and its application are briefly introduced .

研究结果表明，预应力度PPR和箍筋间距设计合理的预应力混凝土框架梁，具有与普通钢筋混凝土框架梁相近的抗震性能，可以在中等烈度地震区工程建设中采用。

The research shows that the seismic behavior of the prestressed concrete beam of the appropriate spacing of stirrups and the degree of prestress is closed to that of the common reinforced concrete beams and it can be applied in the seismic area of middling intensity .

关于锅炉构架设计与GB50009-2001《建筑结构荷载规范》[1]和GB50011-2001《建筑抗震设计规范》[2]在效应组合方面的协调问题，其间向国内7位知名专家进行了咨询。

Presents the coordination issues on effect Combination between boiler structural design and " Load Code for the Design of Building Structures "( GB50009-2001 ) & " Code for Seismic Design of Buildings "( GB50011-2001 ) .