aqueduct bridge中文是什么意思

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用"aqueduct bridge"造句"aqueduct bridge"怎么读"aqueduct bridge" in a sentence

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"aqueduct"中文翻译 n. 1.渠道；渡槽，导水管。 2.【解剖学】导管。
"bridge"中文翻译 n. 【牌戏】桥牌战，打桥牌。 auction brid ...
"aqueduct" 中文翻译 : n. 1.渠道；渡槽，导水管。 2.【解剖学】导管。
"aqueduct arch" 中文翻译 : 输水道拱
"aqueduct cerebri" 中文翻译 : 中脑导水管
"aqueduct diversion" 中文翻译 : 渡槽导流
"aqueduct elevated" 中文翻译 : 高架导水管
"aqueduct of cerebrum" 中文翻译 : 大脑水管
"aqueduct of cochlea" 中文翻译 : 蜗水管; 蜗小管
"aqueduct of cotunnius" 中文翻译 : 科图尼约氏水管, 前庭小管
"aqueduct of fallopius" 中文翻译 : 法娄皮欧管,面神经管
"aqueduct of mesencephalon" 中文翻译 : 中脑导水管; 中脑水管
"aqueduct of midbrain" 中文翻译 : 中脑导水管; 中脑水管
"aqueduct of sylvius" 中文翻译 : sylvius水管; 西耳维厄斯氏水管，中脑导水管; 西耳维厄斯水管; 中脑水管
"aqueduct of the vestibule" 中文翻译 : 前庭小管,内淋巴管
"aqueduct of vestibule" 中文翻译 : 内淋巴管; 前庭管,前庭水管; 前庭小管
"aqueduct stenosis" 中文翻译 : 中脑导水管狭窄
"arch aqueduct" 中文翻译 : 拱式渡槽
"beam aqueduct" 中文翻译 : 梁式渡槽
"california aqueduct" 中文翻译 : 加利福尼亚输水道
"canal aqueduct" 中文翻译 : 跨渠渡槽; 跨渠水管; 输水渡槽; 输水桥
"cerebral aqueduct" 中文翻译 : 大脑导水管; 大脑水管; 中脑导水管; 中脑水管
"closed aqueduct" 中文翻译 : 封闭式输水管道
"cochlear aqueduct" 中文翻译 : 蜗水管,外淋巴管,蜗导水管,蜗小管
"cotunnius aqueduct" 中文翻译 : 科图尼约前庭小管

例句与用法

The donghuayu aqueduct bridge located in meixian county in shaanxi province was first built in 1980 ' s
位于陕西眉县境内石头河水库东干渠上的东滑峪渡漕，始建于上世纪80年代。
For the safety evaluation of donghuayu aqueduct bridge , the main problem is that no seismic design code is valuable
对于东滑峪渡槽的安全性能评估，存在的主要问题是渡槽的抗震设计无本行业的相关规范可循。
The seism response analysis of aqueduct bridge is analyzed with modal superposition method based on response spectrum which participant mode of vibration chooses the former 1 0 steps and combinatorial method was srss
渡槽的地震反应分析采用振型分解反应谱法，参与振型取前10阶，组合方法用srss法，求得结构的地震作用效应。
This paper has benefited in from close trade ' s experiences and combined with the trait of this aqueduct bridge to bring forward the method of classification evaluation , which was successfully used in the evaluation of this aqueduct bridge
本文借鉴相近行业经验，结合渡槽特点，提出了分级评估的方法。并成功地运用于该渡槽的评估。对同类型的工程进行评估，有着重要的参考价值。
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。
To provide necessary data for design bypass pipe , an enlargement to bi liu river reservoir , the following problems have been studied by hydraulic model and theoretical analysis : the energy losses in water head of the bypass pipe system and of the flow - control valve and their scale effects , measurement and calculation of the discharge of the bypass pipe system during the bypass pipe system operation with and without the new water power station , the hydraulic characteristics of the water tunnel and draw - off pipe , the flow rate of the aqueduct bridge and the draw - off pipe and the water elevation of the flow in the aqueduct bridge during the old water power station operation with and without the new water power station
大连市碧流河水库供水工程取水头部由引水渡槽、节制闸、进水闸、泄水闸等建筑物组成。由于本工程场地条件限制，增设旁通管后布置非常紧凑，管道急转角度大且转弯距离较小，对于管内水流流态是否满足要求，需要经过模型试验进行论证，以确保工程的可靠性。旁通管具有上水与泄水要求，对其过流能力也要经试验确定，为碧流河水库增建旁通管设计提供依据。
At present , whereas so many reasons such as its using function changing from irrigation to city water supply , the increasing of importance , the original design standard on the low side , the damage and aging of structure , the demand for seismic fortify in strong earthquake region and offering data of technical alteration for adding flux aftertime , it is important for safety and seismic capability of this aqueduct bridge
目前，该渡槽使用功能由灌溉输水改为城市供水、实际重要性提高、鉴于原设计标准偏低、结构的病害和老化破损以及地处强震区对抗震设防的要求，为日后加大流量进行技术改造提供依据，因而急需对渡槽作较详细的安全可靠性评估和抗震性能评估。本文针对该渡槽进行了原位现场检测，并对其进行结构分析计算和结构的安全性能与抗震性能的评估等方面的工作。
( 4 ) while the using of the aqueduct bridge had needs to be adjusted , seismic reinforced measure should deal with servicing and alteration . ( 5 ) in the method of reinforcing , it should be mentioned that the reinforce part must combine with the former structure element to guarantee the associated force of the reinforce part when considering earthquake shock
（ 4 ）当渡槽的使用在近期需要调整时，抗震加固宜结合维修改造一并处理；（ 5 ）加固方法应注意加固部分与原结构构件的牢固结合，保证在地震发生时加固部位的联合受力。