不规则界限的英文

• ragged margin

• "不规则"英文翻译    irregular; inordinance
• "界限"英文翻译    demarcation line; dividing l ...
• "不规则" 英文翻译 :    irregular; inordinance◇不规则变化 [语言学] irregular inflection; 不规则动词 irregular verb
• "不规则的规则" 英文翻译 :    irregular regularity
• "规则的不规则" 英文翻译 :    regular irregularity
• "不规则；不整齐" 英文翻译 :    irregularity
• "不规则；异常" 英文翻译 :    anomaly
• "不规则岸" 英文翻译 :    irregular coast
• "不规则靶" 英文翻译 :    irregular target
• "不规则摆动" 英文翻译 :    hunt
• "不规则板" 英文翻译 :    channel plates
• "不规则剥脱" 英文翻译 :    irregular shedding
• "不规则泵送" 英文翻译 :    irregular pumping
• "不规则边" 英文翻译 :    irregular edge
• "不规则变化" 英文翻译 :    irregularity
• "不规则变星" 英文翻译 :    irregular variable star
• "不规则变形" 英文翻译 :    irregular deformation
• "不规则表面" 英文翻译 :    irregular surface
• "不规则滨丘" 英文翻译 :    drumloid
• "不规则波" 英文翻译 :    irregular wave; random sea
• "不规则波动" 英文翻译 :    irregular fluctuations
• "不规则波列" 英文翻译 :    train of irregular waves
• "不规则哺乳" 英文翻译 :    self-demand feeding
• "不规则采区" 英文翻译 :    irregular workings
• "不规则层理" 英文翻译 :    anomaly in stratification; irregular bedding

• Referring to three kinds of plan irregularity , structures individually with four kinds of irregularity as eccentricity in one direction , eccentricities in two directions , re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures . the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed , some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings . it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout , the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout , the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as
  所取得的主要结论有：结构的扭转效应与《抗震规范》所采用的扭转不规则指标即偏心扭转角之间的相关性较差，偏心扭转角不宜作为判断结构是否计及扭转效应及需考虑双向水平地震作用的界定指标；对于楼层间均匀偏心的多层单向偏心结构，建议采用相对偏心距作为需考虑双向水平地震作用的界定指标，并给出针对不同平面尺寸的界限相对偏心距；对于楼层间均匀偏心的多层双向偏心结构，建议采用两个主轴方向的相对偏心距及其夹角作为界定指标，结合单向偏心结构的界定方案进行需考虑双向水平地震作用的结构范围界定；凸凹不规则结构的扭转效应与凸凹比例无正相关关系， 《抗震规范》要求所有平面布置不对称的凸凹不规则结构计及扭转效应的规定欠妥当，建议凸凹不规则界限值从30改为15 ，只要求分析采用空间模型比较合适； 《抗震规范》关于有效楼板宽度较小的结构需计及扭转效应的规定很有必要，楼板局部不连续的结构需采用符合楼板实际刚度的计算模型予以分析，可使用相对偏心距（及其夹角）参照单向（和双向）偏心结构的界定方案，界定楼板局部不连续结构是否需要计入双向水平地震作用下的扭转效应。