1) shear-weight ratio
剪重比
1.
In this paper the concept and origin of shear-weight ratioare discussed,and some mistakes about it are clarified.
阐述了剪重比的概念和来源,澄清了一些关于剪重比认识的误区,并对合理控制剪重比指标的方法进行了论述。
2) ratio of punching shear
重剪比
3) gravity shear ratio
重力剪力比
1.
By reviewing and analyzing the results of a large number of previously reported tests on slab-column connections,an limited gravity shear ratio on China code is presented.
介绍了国内外有关规范对板柱连接侧向变形性能的相关规定,并对其差异进行了比较,讨论了重力荷载对板柱连接抗震性能的影响,结合国内外有关文献试验成果,提出了基于我国规范的板柱连接重力剪力比限值条件,通过工程算例和结构弹性分析,指出重力荷载对板柱结构的抗震性能有较大的影响,在板柱-剪力墙结构的分析设计中,不仅需要考察板柱连接的承载力,同时还应通过限制重力剪力比来控制其极限变形。
4) equivalent shear-weight ratio
等剪重比结构
1.
Based on a multi-storey building structure in Haikou city,the concept of equivalent shear-weight ratio structure is firstly presented.
以海口市某多层建筑结构为背景,首先提出了等剪重比结构的概念,指出高烈度区多层建筑具有等剪重比的特点,接着对所设计的三个方案从满足建筑功能需求情况、主要计算指标和经济指标等方面进行了比较,提出了依据场地安评报告进行整体设计,按照大于场地安评报告的规范提供参数进行框架柱设计的框架结构设计新思路,静力弹塑性分析结果表明按照该思路设计的框架结构具有良好的抗震性能。
6) proportional cutting
比例裁剪
1.
, 3D cutting, original cutting and proportional cutting, specifically explains the procedures of applying the three approaches, compares the three approaches and analyzes respective advantages and disadvantages.
介绍了文胸的3种创样方式,即文胸的立体裁剪、原样裁剪和比例裁剪,较具体地说明了这3种方法在具体实施过程中的步骤,并对这3种创样方式进行了比较,分析了各自的优势和缺陷。
