1) Shanghai seismic design code
上海市抗震设计规程
3) seismic design code
抗震设计规范
1.
There is a contrast between seismic design code of different countries because of seismic design standard、seismic design objectives、seismic design methods and value of force coefficients.
本文旨在综合比较中、美、日、欧洲抗震设计规范关于抗震设防水准、抗震设防目标、抗震设计方法及地震力降低系数取值的大小,设计的目标的一致性,即都希望用最少的资金建造最牢固的实用的建筑结构,这是我们一直努力的方向,也是本文进行比较的目的,期待在总结自己好的经验的基础上再借鉴些别国先进的概念,使我国的结构设计规范能够更加完善。
2.
By the comparison among the seismic design codes of China,America and Europe about the site classification and the seismic hazard characteristics,the coincidence relations of the site classifications are determinated among the three codes.
通过对中美欧抗震设计规范中场地类别以及设计地震危险性特征等内容的分析比较,确定了中美欧抗震设计规范中场地类别的对应关系,给出了三本规范间地震动参数的换算关系以及中国地震分区在美欧规范中的地震动参数值。
3.
There is a contrast between seismic design code of different countries because of economic condition and seismic fortification.
由经济条件和抗震设防思想存在差异,各国抗震设计规范中的规定也不尽相同。
4) code for seismic design
抗震设计规范
1.
Many changes of code for seismic design of buildings were discussed,and the differences of performance for masonry structures in the different periods were pointed out.
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。
5) code for seismic design of buildings
抗震设计规范
1.
In this paper, the development process of code for seismic design of buildings, classification of importance of buildings and corresponding seismic design criterion of China are analyzed.
在分析我国抗震设计规范、建筑物重要性分类及相应设防标准的发展演变过程,总结国外抗震规范关 于建筑重要性分类及相应的抗震设防方法的基础上,探讨建筑物重要性标定方法的不足之处。
2.
Some descriptions in code for seismic design of buildings are not coincident, which are analyzed.
介绍了新的抗震设计规范(2001-07-20发布,2002-01-01实施)中场地类别划分和地震影响系数的有关内容,指出其中一些不相协调之处。
补充资料：板带轧制速度规程(见板带轧制规程设计)
板带轧制速度规程(见板带轧制规程设计)
speed schedule for plate and strip rolling
bandai zhazhi sudu guieheng板带轧制速度规程(speed seheduxe fo:plateand strip rolling)见板带札制规程设计。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条