建设卫生机构必须遵守建筑和抗震规范。
这与我国新抗震规范建筑场地类别的划分相协调，便于实际应用。
This is in concert with the classification of site in the new building seismic code, and is easy to be used in practice.
抗震规范在考虑结构相互作用时规定，剪力和层间位移可以进行折减。
The interaction of some buildings is prescribed in code for seismic resistance by decreasing the shear force and the story displacement, while the decreasing method is based on the elastic conditions.
按照公路桥梁的相关抗震规范规定，根据实际条件选定反应谱和地震波。
According to the seismic design code about Bridges and the actual condition, the design response spectrum and the design time history seismic wave are choiced.
振型分解反应谱法已成为各国抗震规范中最为成熟的结构地震反应分析方法。
Response spectrum analysis has become the mo st sophisticated seismic analysis method in codes for seismic design in the world.
本文还对现行抗震规范中剪应力不均匀系数及窗间墙的简化计算方法进行了讨论。
The value of non-uniform distributed factor of shear stresses in the wall, using in present anti-seismic norm, is discussed.
本文基于现行抗震规范设计方法，运用荷载抗力分项系数法对结构损伤可靠度进行了研究。
This paper studies reliability - based damage performance design of structures with load and resistance factor design method.
本文主要对GFRP加固已建的不能满足现有规范抗震规范设计要求的桥梁短柱进行试验研究。
Experimental Investigation of GFRP to retrofit existing circular reinforced concrete rc bridge columns for enhanced seismic shear strength is described in this paper.
由于这些特点，薄柔钢框架被我国现行抗震规范排除在外：认为抗震设防区不适宜使用这类钢框架。
Just for those deteriorated characters, the slender steel frames are excluded by actual seismic code in China.
结合汶川地震桥梁的破坏情况，对我国、日本、美国、欧洲、新西兰等抗震规范的要求进行了分析。
A comparative study was made on specification relating to bridge seismic design in codes of China, Japan, USA, Euro and New Zealand followed the observed damage of bridge in Wenchuan earthquake.
特别在当前，抗震规范规定，当结构存在不规则性，要求选用两种以上的程序进行分析，使得这一问题更加突出。
This problem becomes more remarkable as the appearance of a new criterion which ask to use more than two programs in irregular structure designs.
本文根据建筑结构抗震规范规定的振型分解反应谱法和时程分析法，对采用消能减振装置加固的北京饭店西楼进行分析与设计。
The seismic structural analyses and design are carried out by means of response spectrum and time history methods for the west wing of Beijing Hotel.
本文从抗震的角度探讨建筑的体型，建筑平面布置和竖向布置、规范中设计限值的控制、屋顶建筑等。
This article from the perspective of seismic building size, building layout and vertical layout, the design limits of the control specification, roof construction.
本文简要介绍了多层砌体房屋抗震加固设计的基本情况和目前相关规范的部分内容。
This article briefly introduced the basic conditions and part contents in relative specifications for anti-seismic strengthening design of multi-story masonry buildings.
该规范规定如果建筑结构超出了标准条款的范围则需要中国结构专家组进行特殊的抗震审批。
That code requires that building structures that exceed the intended scope of the standard provisions undergo a special seismic review by a panel of Chinese structural experts.
结果表明现爆破下平硐是稳定的，规范中给定的岩体极限抗震速度有些保守。
The results indicate that the adit is stabile and the value of the given critical antivibration velocity of rock is a little low.
与《建筑抗震设计规范》所强调的：质量和刚度明显不均匀、不对称的结构，应考虑双向地震作用下的扭转影响的结论一致。
That is the torsion effect under bi-directional earthquake action on the structure with remarkably uneven and asymmetric distribution of mass and stiffness should be considered.
水工建筑物地震主动动土压力计算较为复杂，在现行《水工建筑物抗震设计规范》中提供的计算公式存在一定缺陷。
Fhe active earth pressure for hydraulic structures caused by earthquake is rather complicated. There are some defects in its calculation formula in current seismic design specification.
相对于抗震设计而言，大跨屋盖结构的抗风设计，目前尚无设计规范可依。
Relative to the seismic - resistant design, no corresponding items in criterions can be referred to wind - resistant design of the large span steel roof structures up to now.
在这种情况下，国家制定了新的抗震加固规范和建议。
In such a case, the country newly formulated the latest norms and Suggestions for seismic reinforcement.
我国现行抗震设计规范中给出的反应谱依赖于两个参数，即地震烈度和场地土类别。
The response spectrum given by present design standards depends on two parameters, i. e. earthquake intensity and site classification.
在海洋石油平台抗震标准方面，中国与美国规范之间存在一定的差异。
There are some differences at the seismic design levels of offshore oil platform between Chinese and American code.
目前，大多数国家的桥梁抗震设计规范已经采纳了延性抗震理论。
The ductility seismic theory has been written into overseas and inland seismic specifications for highway bridges.
实例分析还表明，对于一般的强非比例阻尼结构，抗震设计规范中采用的强迫解耦方法也具有较好的精度。
Meanwhile, the forced mode uncoupling method widely used in seismic design code also has good approximation, even though the relatively simple example structure is strongly non-proportional.
本文分析了现行“建筑抗震设计规范”(GBJ11—89)中的场地分类方法并指出其中的不足。
This paper analyses the method of site classification in current "Seismic design code for buildings" (GBJ11-89), and points out some deficiencies of this method.
本文主要介绍《建筑抗震设计规范》送审稿中关于砂土液化问题修订的规定及依据。
In the paper, specification and basis of sandy soils Liquefaction in the revised seismic Design Code for Industrial and Civil Buildings are mainly described.
通过对我国现行抗震设计方法的简要概述，得出为了实现规范要求的钢框架梁铰倒塌机制，需要使用抗震性能好的钢材。
By summarizing domestic actual anti-seismic design method, steel of high-performance for anti-seismic is needed to achieve beam plastic hinge collapse mechanism which is required in the code.
作为商住楼的底部二层框架—剪力墙、上部砌体结构的抗震设计方法，在规范中并无涉及。
As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
结合现行抗震设计规范对网壳结构进行了“二阶段”抗震验算。
The "two stage"seismic check is done through the current code of seismic design.
结合现行抗震设计规范对网壳结构进行了“二阶段”抗震验算。
The "two stage" seismic check is done according to the current code of seismic design.
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