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Scholars and engineers of this domain in many countries are being engaged in this field of research and practice.The basic principle of consuming energy is firstly discussed in this paper.

减震是当前结构最重要的抗震方法之一,各国工程抗震专家和学者均积极致力于该技术的研究开发和推广应用。

According to displacement overrun failure criterion and structure instability failure criterion, integral seismic capacity of structures is obtained. Verification of the optimal structure from pushover analysis can be performed by comparing each structure\'s integral seismic capacity.

本文分析结果表明:增大巨型梁高更能有效地进步结构抗震能力;部分采用防屈曲支撑改变了巨型钢框架的失效模式,不仅进步了结构弹性极限能力,而且使得抗震性能得到明显的改善。

The recension of standard for seismis appraiser of building according to research work of the paper is expected. The valuable advices for seismic retrofit projects are provided in the paper.

本文研究工作期望成为抗震鉴定标准修订的参考依据,并且能为实际抗震加固工程提供有价值的建议。

Suggestted steel tie bar anchorage lengths in perforated brick masonry on aseismatic and non aseismatic request have been given.

本文给出了有抗震设防要求和无抗震设防要求时的建议拉结钢筋的埋置长度。

Based on the concept of aseismatic structural control, a new reinforced concrete shear wall, called dual functional slitted shear wall is proposed in this paper.

双功能带缝剪力墙是根据结构抗震控制概念,在通缝墙的开缝部位设置连接键而形成的一种新型抗震控制剪力墙。

Comparison studies have been performed concerning of dynamic amplification factor β and power spectrum density function (approximately estimated from design spectra) between Eurocode 8 and primary seismic design codes of China.

用动力放大系数β对欧洲规范(Eurocode 8)和我国主要抗震设计规范的设计谱进行比较;并对由欧洲规范和我国主要抗震设计规范设计谱估计出的功率谱密度函数作了比较。

Based on the previous report on the field test of a highway continuous beam bridge, this paper presents the analysis of the earthquake response of the bridge.

本文是在&滦河大桥抗震分析&之一的基础上,进一步对该桥的抗震反应计算分析进行研讨。

Earthquake-proof research of underground structure occupies an important place in earthquake engineering.

地下结构的抗震研究是土木工程抗震研究的重要组成部分。

Reportedly, Guangzhou has more to prevent, identify areas in the earthquake, Guangzhou schools, hospitals and other places have achieved our earthquake-proof requirements.

据介绍,广州市向来比较重视防震,在抗震鉴定方面,广州的学校、医院等场所均达到了抗震设防的要求。

Field observations showed that there are two major causes to shield tunnel during ground shaking: earthquake wave propagation and differential subsidence due to earthquake.

一是盾构法隧道结构在地震行波作用下的动力响应分析与抗震设计,二是盾构法隧道在不均匀震陷下的纵向受力研究与抗震设计。

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Do you know, i need you to come back

你知道吗,我需要你回来

Yang yinshu、Wang xiangsheng、Li decang,The first discovery of haemaphysalis conicinna.

1〕 杨银书,王祥生,李德昌。安徽省首次发现嗜群血蜱。

Chapter Three: Type classification of DE structure in Sino-Tibetan languages.

第三章汉藏语&的&字结构的类型划分。