最小配筋率的英文

• critical steel ratio

• "最小"英文翻译    minimum
• "配"英文翻译    join in marriage
• "筋"英文翻译    muscle tendon; sinew
• "率"英文翻译    rate; ratio; proportion
• "配筋率" 英文翻译 :    amount of reinforcement; percentage of reinforcement; ratio of reinforcement; reinforcement percentage; reinforcement ratio; steel ratio
• "经济配筋率" 英文翻译 :    economic ratio of reinforcement; economical ratio of reinforcement
• "平衡配筋率" 英文翻译 :    balance dsteel ratio; balanced steel ratio
• "平均配筋率" 英文翻译 :    balanced steel ratio
• "体积配筋率" 英文翻译 :    reinforcement ratio per unit volume; relaxation of prestressed tendon
• "纵向配筋率" 英文翻译 :    longitudinal steel ratio
• "中等配筋率的" 英文翻译 :    medium reinforced
• "日最小配额" 英文翻译 :    minimum daily quota
• "混凝土经济配筋率" 英文翻译 :    economic ratio of reinforcement to concrete
• "有中等配筋率的" 英文翻译 :    medium reinforced
• "配筋" 英文翻译 :    bar arrangement; distributed steel; reinforcement a embly; reinforcing bars
• "含筋率" 英文翻译 :    reinforcement ratio
• "铁筋率" 英文翻译 :    steel ratio
• "小配件" 英文翻译 :    gadgetry
• "小配角" 英文翻译 :    bit part; cameo role
• "小配子" 英文翻译 :    microconjugunt; microgametangium; microgamete; spermogamete
• "横向钢筋率" 英文翻译 :    transverse steel reinforcement ratio
• "配筋表" 英文翻译 :    bar list
• "配筋图" 英文翻译 :    bar arrangement drawing
• "小配电亭" 英文翻译 :    kiosk
• "小配件的" 英文翻译 :    gadgety

• A study of limiting values for minimal ratio of longitudinal tensile reinforcement in non - seismic reinforced concrete beams
  非抗震梁受拉钢筋最小配筋率取值分析与建议
• It demonstrates that the seismic measures in low intensity regions , mainly means minimum reinforcement rate , is effective and even excessive strict
  说明在低烈度区，以最小配筋率为主的抗震措施是有效的，甚至是过于严格的。
• On the base of codes in 1989 , a series of seismic measures are improved in new codes , such as limit of inner - storey drift angle , minimum reinforced rate , column - beam moment magnification coefficient and moment magnification factor at the column base , etc
  在89规范的基础上，本次规范修订进一步提高了包括层间位移角限值、最小配筋率、柱一梁级差系数等等在内的一系列抗震设计措施。
• Have to out : 1 temperature constructional reinforcing not can place in heat area to mass concrete design . temperature constructional reinforcing of bottom of mass concrete need content that owing to temperature change produce bottom control stress smaller than anti - pull strength at the same . get minimum rate of reinforcing to content construct request
  得出： 1在大体积混凝土结构的温度构造钢筋配置中，构造钢筋不宜放置于高温区；大体积混凝土的底部温度构造钢筋应满足温度变化产生的底部约束拉应力小于混凝土同龄期的抗拉强度的要求，从而求出抗拉要求的最小配筋率。
• The conclusions are as following : ( a ) the element dimensions of frames in 7 . 5 regions are determined mainly by axial compressive ratio . the reinforcements in most columns are dominated by the minimum reinforcement rate . and the element dimensions of frames in 8 . 5 region are determined by both axial compressive ratio and maximum inner - storey drift angle
  结果表明： 7度半结构的截面尺寸主要由轴压比决定，绝大部分柱配筋由最小配筋率控制，而8度半结构的截面尺寸由轴压比和最大层间位移角两个因素同时控制，最小配筋率对柱配筋的影响很小。