肋拱的英文

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"肋拱"怎么读用"肋拱"造句

英文翻译手机版

discharging arch
relieving arch
rib and panel arch
rib arch
ribbed arch

"肋"英文翻译 rib costal region
"肋拱桥" 英文翻译 : ribbed arch bridge
"实肋拱" 英文翻译 : solid rib arch; spandrel arch
"有肋拱" 英文翻译 : ribbed arch
"【建筑】六肋拱穹。" 英文翻译 : sexpartite vault
"板肋拱桥" 英文翻译 : slab-rib arch bridge
"钢管肋拱" 英文翻译 : pipe arch
"加肋拱顶" 英文翻译 : ribbed roof
"肋拱穹顶" 英文翻译 : rib and panel vault
"棱，筋，肋拱" 英文翻译 : rib
"叙肋拱，实腹拱" 英文翻译 : solid rib arch
"有肋拱顶" 英文翻译 : ribbed vault
"桁架式肋拱" 英文翻译 : braced rib arch
"有拉杆的肋拱" 英文翻译 : tied rib arch
"拱房顶的侧肋拱" 英文翻译 : nervure
"肋拱支承的穹顶" 英文翻译 : rib and panel vault
"平行曲线肋拱桥" 英文翻译 : parallel curve rib arch bridge
"肋弓下进路法" 英文翻译 : subcostal approach
"肋弓角" 英文翻译 : angulus arcuum costarum; costal arch angle; xiphoid angles
"肋弓反射" 英文翻译 : costal arch reflex
"肋沟" 英文翻译 : costal groove,costal sulcus; pleural furrow; sulci costae; sulcus costae
"肋弓" 英文翻译 : arch of ribs; arcus costalis; arcus costarum; costae arch; costal arch; costalarch
"肋构楼板" 英文翻译 : ribbed slab
"肋根材" 英文翻译 : floor timber

例句与用法

Its structural form was rib arch with simple hole and frame supporting
结构型式为单孔肋拱、排架支承渡槽。
Dimension testing method of prepared rib - like arch with box section
箱肋拱及钢管拱预制件线形质量现场检定方法
Experimental study on mechanic behaviors of concrete - filled steel tubular rib arch under in - plane loads
钢管混凝土肋拱面内受力全过程试验研究
Parametric analysis of the ultimate load - carrying capacity of the concrete filled steel single tubular arch under in - plane loads
肋拱面内极限承载力的参数分析
It also has important reference value for the similar construction . by the safety and seismic evaluation of this aqueduct bridge , it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup , its intensity basically reached the need of primary design . ( 2 ) from the side of carrying capacity , rib arch could satisfy the needs under the action of wind and earthquake , but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need
通过对东滑峪渡槽进行安全性能和抗震性能评估后表明： ( 1 )渡槽除肋拱顶面有保护层剥落、箍筋外露，结构基本完好，其强度基本达到西安理工大学工程硕士专业学位论文原设计的强度要求；（ 2 ）从承载力方面看，在风荷载、地震作用下，肋拱基本满足要求，个别排架横梁不满足要求，肋拱连系梁普遍不满足要求；计入水平横槽向地震作用的工况为设计控制工况。