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Then the structure decomposed into a series of equivalent single degree of freedom system, the random wind-induced response and the equivalent static wind action based on Davenport spectrum of the structure with TLD are obtained. An example confirms this method.

此外,由于建立了将结构分解为一系列等效单自由度体系的一般方法,利用等效单自由度体系与抗震反应谱的关系,本文方法还可用于非经典阻尼非对称被动控制结构基于抗震反应谱的地震作用取值。

It indicates that the seismic measures to 8.5 region is effective and can achieve anticipative seismic aims.

这表明新规范对8度半结构采取的抗震措施是有效的,能够实现预期的抗震设计目标。

In this paper, the advanced performance-based seismic theory is introduced while story drift ratio and deformation of component are used as performance targets to solve the problems of seismic evaluation and strengthening for existing reinforced concrete structures.

本文通过引入国际上先进的基于性能的结构抗震思想,以结构层间位移和结构构件变形作为性能目标,从定量上解决了既有钢筋混凝土建筑结构的抗震评估与加固问题。

The displacement demand of each member can be considered sufficiently. As a simple and efficient design strategy, it draws increasingly attention of the researchers.

因此基于位移的抗震设计方法被认为是一种简单而有效的设计方法受到抗震界的日益重视。

On the other hand, reticulated domes are very important structures since they often are used to cover a very large area.

因此,单层网壳结构抗震性能的研究对其它复杂空间结构抗震问题的解决具有重要的借鉴意义。

To study their earthquake-resistant behaviour further, we had put forth a new method of computer system analysis and developed a program for dynamical analysis of multistory and highrise structure.

为了进一步论证自控框架的抗震性能,本文提出了框架结构抗震分析的计算机系统分析方法,并据此编制了多高层框架结构的动力分析程序。

By carrying out the experiment of eight pieces of brick masonry walls with pilaster strengthened with glass fiber reinforced polymer and one piece of normal masonry wail with pilaster, the influence coefficient of pilaster, modified coefficient, statistic coefficient and effective participation coefficient are brought forward theoretically.

通过对1片未加固带壁柱墙体和8片玻璃纤维复合材料加固带壁柱墙体抗震试验的结果,在理论分析的基础上,给出壁柱影响系数、间接抗震抗剪承载力修正系数、统计系数和有效工作系数的表达式。

Safety for an earthquake to infrastructures was emphasized taking this damage as an opportunity, and seismic design methods for various infrastructures including the steel sheet pile revetment have been maintained.

损害造就了机遇,此后有关基础设施的抗震安全性得到了人们的重视。人民保留了不同设施的抗震设计方法。

The significance of high arch dam research is discussed based on the development of hydroelectric power in west China.

以西部水电能源开发为背景讨论高拱坝研究的意义和重要性;综述高拱坝的体形与优化设计、场仿真分析与应力控制标准、破损机理与安全度分析、抗震分析与抗震工程措施等方面的最新研究进展。

The results show that the inspected ceramic plate curtain wall system behaves quite well and the seismic design requirements are met.

试验结果表明,所测试的陶板幕墙系统具有良好的抗震性能,符合抗震设计要求。

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