Chinese translation for "头锥"

anterior cone
cephalic cone
first hand tap
nose bullet
nose cone

Related Translations:

锥:  Ⅰ名词1.(锥子) awl2.(似锥物) awl-shaped things 短语和例子冰锥 icicle3.(锥体) cone 短语和例子冰川岩屑锥 debris cone; 火山口锥 crater cone; 熔岩锥 lava cone; 圆锥 circular coneⅡ动词(钻) drill; bore 短语和例子锥孔 make a hole with an awl

Example Sentences:

	1.	Pneumatic tools , rammer butts , cones for piston - rods 气动工具.活塞杆用冲击头锥头
	2.	My nose cone was gone and the aircraft was hard to control 飞机机头头锥不复存在，因此飞机变得难以控制。
	3.	Drill chuck tapers iso 239 : 1999 钻夹头锥度
	4.	Air - inlet nose cone 进气口头锥
	5.	Drill chuck tapers 钻夹头锥度
	6.	One showed what may have been a small chip from an insulating tile falling off the underside of the shuttle ' s nose cone , shannon said 沙农透露，其中的一部摄像机拍摄到一小块隔热瓦从航天飞机头锥外部脱落。
	7.	In view of bearing capacity of the elastoplastic theory analysis , the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion , and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative . in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects , the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith , and gathered the parameter of dynamic analysis and testing . the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world , i . e . the confirmation of batholith bearing capacity of pile end , from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f . e . m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test 然后，对岩土工程领域至今尚未解决，甚至不为人注意的考虑地基变形的地基承载力问题进行了实用化的探讨，提出了考虑地基变形的地基承载力上程计算方法；对基于弹塑性理论分析的地基承载力国内尚未见报道的空间问题得到了圆形基础(空间问题)的承载力界限荷载p _ ( 1 / 4 ) ，并与国内外土力学专著及地基基础设计规范中的条形基础(平面问题)的界限荷载p _ ( 1 / 4 ) ，进行了对比，从而定量上解释了目前设计规范引用土力学承载力公式值偏于保守的这一情况；根据本文作者多年从事现场地基工程振动试验及相关课题的研究工作，本文以截头锥模型模拟地基，对地基(岩基)承载力的动测法进行了研究，为各类地基(包括岩基) ，汇总了动力分析和检测川的参数：针对日前岩土工程界应用桩基设计规范中的难点? ?桩端岩基承载力的确定问题，从岩石室内单轴抗压强度确定、基于弹塑性模型的有限单元法计算、土力学计算及深斤载荷试验四方面进行了深入讨论；本文作者根据多年现场载荷试验的工程实践，对深井荷试验装置的核心部分? ?反力装置，设计了侧壁支撑反力加载系统，该加载系统具有实用、简便、稳定及安个等优点。

Similar Words：

"头状熏衣草" Chinese translation, "头状芽生裂殖菌" Chinese translation, "头状沿丝伞" Chinese translation, "头状柱头" Chinese translation, "头状薰衣草" Chinese translation, "头锥波阻" Chinese translation, "头锥材料" Chinese translation, "头锥储存库" Chinese translation, "头锥电子对抗设备" Chinese translation, "头锥干扰信号" Chinese translation