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".
《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.
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.
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.
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.
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.
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.
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.
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.
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.
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