design of building structures中文是什么意思

• 建筑结构设计

• design    vt. 1.计划，企图，立意要…。 2.指定，预定；留给 ...
• building    n. 1.建筑物，房屋，大楼，大厦。 2.制造；营造，建 ...
• structure    n. 1.构造，结构；组织；石理，石纹。 2.建造物。 ...
• building and other structures    建筑物和其他建筑
• journal of building structures    建筑结构学报
• progress in steel building structures    建筑钢结构进展
• safety classes of building structures    建筑结构安全等级
• anti-seismic design of structures    结构抗震设计原理
• basic design of agricultural structures    农业设施设计基础
• bridge structures design criteria    桥梁结构设计标准
• code for design of concrete structures    混凝土结构设计规范
• code for design of masonry structures    砌体结构设计规范
• code for design of steel structures    钢结构设计规范
• code for design of timber structures    木结构设计规范
• design manual for bridges and structures    桥梁和结构设计手册
• design of steel structures    钢结构设计
• detail design of steel structures    钢结构施工设计
• optimum design of structures-program    结构优化设计
• building design    房屋设计; 建筑物设计；建筑设计
• code for design of high-rise structures    高耸结构设计规范
• overhead sign structures design manual    高架信号结构设计手册
• american journal of building design    美国建筑设计杂志
• basics to building design    建筑设计基础
• building block design    积木式设计; 模块化设计
• building block design approach    积木块设计方法

• This paper analyzes the feasibility and theory evidence as additional load according to code for seismic design of buildings and load code for the design of building structures . the paper puts forward a kind of predigest account method aiming at these problems by the feasibility analyzes of the gabled frames as additional load and defining a magnified coefficient through analyzing the level earthquake force at the floor of this building according to the code for earthquake this force is in the total building and the gabled frames as additional load multiply a certain magnified coefficient
  本文针对目前出现的问题,参照建筑抗震设计规范和建筑荷载规范通过对上部结构作为附加荷载的可行性分析,分析整体计算楼层的底部水平地震力和把加层部分作为附加荷载乘以放大系数来计算楼层的底部水平地震力,当两者相等或接近时,即可确定放大系数,从而提出简化计算方法。
• According to the code for aseismatic design of building structure ( gbj11 - 89 ) , the seismic base - shear method has always been used to calculate the seismic response of building structures . in those structures , their weights and rigidities equally distribute along their heights which do not exceed 40m , and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )
  我国《建筑抗震设计规范》 ( gbj11 ? 89 )中规定，对于重量和刚度沿高度分布比较均匀、高度不超过40m ，并以剪切变形为主(房屋高宽比小于4时)的结构，可采用近似计算法，即底部剪力法来计算其地震响应。