地震区划图是编制抗震设计规范的基础资料。
The seismic zoning map is the basic information for compiling code for seismic design of any kind of structures.
给出满足《建筑抗震设计规范》要求的合理施工方法。
It also gives the reasonable construction method of constructional column which conforms to the "Code of seismic design of building".
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.
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.
《建筑抗震设计规范》（GBJ11— 89）已完成修订的征求意见稿。
The draft of 《Code for Seismic Design of Buildings》(GBJ11—89)has been worked out for soliciting comments.
结合我国抗震设计规范，提出被动耗能减震结构基于能力谱法的抗震设计方法。
A seismic design procedure for energy dissipation systems is proposed by using the capacity spectrum method in combination with Chinese seismic design code.
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.
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.
但由于我国现行公路桥梁的抗震设计规范存在不足，致使设计细部构造时没有统一的标准。
But because of the lack of the current seismic ability design criterion of Highway bridge, there isn't a uniform standard in the bridge detailed component's seismic ability design.
本文对《建筑抗震设计规范》GBJ1 1 89中水塔的水平抗震计算提出了修改建议。
This paper submits amendments to the horizontal aseismic calculation of a water tower in "Building aseismic Design Codes" GBJ11 89.
本文结合抗震设计规范反应谱，给出了一个附加非线性流体粘滞阻尼器结构的抗震设计方法。
This paper presents a seismic design method for existing buildings equipped with nonlinear fluid viscous dampers (FVD).
阐述了中国抗震设计规范的多次变化和在不同时期建造的砌体房屋在抗震性能上存在的差异。
There is a contrast between seismic design code of different countries because of economic condition and seismic fortification.
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.
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.
发震断裂错动是对地面建筑的主要影响，能否可以忽略发震断裂影响，应按现行建筑抗震设计规范有关规定。
The main in-fluence on ground building is source fracture dislocation. Whether source fracture influences can be ignored should follow certain provisions of cur-rent.
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.
结合《建筑抗震设计规范》(GB50011—2001)，对底部框架—抗震墙砖砌房屋的结构设计进行了分析。
Connecting with "code of aseismic design of buildings" (GB50011-2001), this paper analyzes the structure design of the building with bottom frame-aseismic wall.
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.
本文就现行抗震设计规范中罕遇地震作用下有关钢筋混凝土抗震墙建筑结构设计存在的问题进行了分析和讨论，并提出了改进建议。
This paper analyses and discusses some problems in the building seismic design code on design of the structure related to RC wall to major earthquake, and some suggestions are put forward.
按照现行的《混凝土结构设计规范》GBJ10 - 89及《建筑抗震设计规范》GBJ11 - 89的要求建立了数学模型。
Mathematical model which complys with both codes of Concrete structure Design (GBJ10 89) and Antiseismic Constructure Design (GBJ11 89) is set up.
对《建筑抗震设计规范》中的柱端弯矩增大系数的提高幅度提出一些建议，以降低柱铰产生的可能性，使实际结构满足“强柱弱梁”的设计要求。
Gived some Suggestions to the improved degree of moment augment factor of column in Code for Seismic Design of Buildings, in order to reduce the probability of column hinge.
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.
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.
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