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Then at the fourth component, hysteretic behavior of five different modes was analyzed.

另外,这种节点在更大的荷载作用下也具有很好的延性,说明其抗震性能也不错。

At present, there are quite a number of CFRDs under construction or preparation for construction in southwest and northwest meizoseismal area, so the importance and urgency of CFRD earthquake-resistance research are more and more outstanding.

目前我国在建和拟建众多面板堆石坝中,有相当部分位于西南和西北的强震区,使面板堆石坝抗震问题研究的重要性和紧迫性越来越突出。

Overstrength factors of reinforced concrete frames are studied under different design parameters based on seismic design code.

结合我国建筑抗震设计规范,研究不同设计条件下R.C框架结构的超强系数,然后乘以设计地震作用确定结构的实际强度。

As a result, the model exhibits considerable torsional effects; the displacements of protrudent parts are relatively greater.

根据试验结果和相似理论,推导、分析了原型结构的地震反应,并对原型结构薄弱环节的抗震设计提出了建议。

We have made a great achievement with the cooperation in ancient construction restoration, correction and translation, building disaster management, etc. In the meantime, we published over 50 theses. We are joining in the project of "Bamboo Structure Quakeproof demonstration buildings" which was triggered by Chinese Academy of Engineering, we have got primary results and went to promotion stage.

公司近年来和在宁的东南大学、林业大学、河海大学、工业大学等高校合作,在古建修复、纠偏平移、建筑灾害治理等方面取得丰硕成果,发表论文50余篇,目前正在参与由中国工程院发起的&竹结构抗震安居示范房&项目,已取得初步成果,进入推广阶段。

Based on the statistical data of seismic performance test of RC columns, two index of temporarily operational and reparably operational performance levels are put forward.

通过计算分析,表明按现行规范&小震不坏&进行设计的结构,不一定能保证&中震可修&,而按照本文提出的&中小震&进行结构抗震设计,可以保证&中震可修&。

So, the study of the safe store after the structure go through the design seism is of great importance in theory and of practical values.

研究结构在设计罕遇地震后的延性储备,对于建筑结构抗震设计具有重要的理论意义和实用价值。

Therefore, to investigate the seismic behaviour of the prestressed concrete frame, it exists the significant academic meaning and application value for our country where seism happens a lot.

因此,研究预应力混凝土框架的抗震性能,对于我国这样一个地震多发国家,具有十分重要的理论意义和应用价值。

With the development of technology and transportation enterprise, the continuous rigid frame bridges develop rapidly and grow towards long span and more flexibility. It makes the analysis of the stability, temperature and seism more important.

近年来,随着科学技术和交通事业的发展,连续刚构桥也因此被广泛应用而发展起来,并逐步向大跨、轻柔方向发展,这样使得结构的稳定问题、温度问题、抗震问题日益突出。

The aseismatic design method of complicated multitower coupling framework is analyzed according to the seismal dynamic corresponding characteristics of multi-tower coupling framework with the sample of Beijing New Poly plaza.

结合北京新保利大厦项目,基于复杂多塔连体结构的地震动力响应特点,深入分析了多塔连体结构的抗震设计方法。

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