half anchor 中文意思是什麼
half anchor
解釋
半樁環只帶一根樁-
The fleet lay at anchor half a mile off the headland
艦隊在離山岬半英里處拋錨停泊。 -
I cast my eyes to the ship, and there she rode within little more than half a mile of the shore ; for they had weighed for as soon as they were masters of her ; and the weather being fair, had brought her to an anchor just against the mouth of the little creek ; and the tide being up, the captain had brought the pinnace in near the place where i at first landed my rafts, and so landed just at my door
我親愛的朋友，我的救命恩人， "他說， "這是你的船，它是你的，我們這些人和船上的一切也都是你的！ "我看了看大船，只見它停泊在離岸不到半英里的地方。原來，船長他們奪回了大船后，看見天氣晴朗，便起了錨，把船一直開到小河口上。 -
It was just at sundown when we cast anchor in a most beautiful land - locked gulf, and were immediately surrounded by shore boats full of negroes, and mexican indians, and half - bloods, selling fruits and vegetables, and offering to dive for bits of money
當我們在一個陸地環抱景色優美的海港里下錯停船時，太陽已經落山。許多小船立即圍住我們，船上的黑人墨西哥人印第安人和混血兒紛紛向我們兜銷水果蔬菜，而且願意表演潛下水去撿你扔下的錢幣。 -
According to icsc ' s score publication, roughly half of these centers are anchored by a supermarket, while about a third have a drugstore anchor
按照購物中心國際委員會（ icsc ）的score出版物粗略的統計大約有一半的鄰里中心是將超級市場作為錨店，大約有三分之一的鄰里中心有藥店作為錨店。 -
The distance from figure center of the parabola to the potential slide surface is less than half of the section length. mechanical conditions of this method include not only force equilibrium but also moment equilibrium. as for the beam - on - foundation, its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
對于樁在滑面以上段所受的坡體荷載，提出可按形心偏下的拋物線型分佈模式計算，並在滿足力的平衡條件的同時還滿足力矩平衡條件；對于地樑上作用的坡體荷載，提出在錨索張拉階段可按均布或溫克爾（ winkler ）地基假定或彈性半無限體地基假定來計算，在工作階段則一般可以近似按庫侖主動土壓力理論計算。 -
On the pulling anchor - cable step, the internal force of beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics
在張拉階段，可以採用溫克爾假定計算破碎軟弱巖體上的地梁內力；對于有較好彈性性質的地層，則可按彈性半無限體地基計算地梁內力。 -
Being calculated, the frame beam - on - foundation may be disconnected to two single beams. on the pulling anchor - cable step, the internal force of single beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics. the internal force of frame beam - on - foundat
在張拉階段，對于單片型地梁，可以採用溫克爾假定計算破碎軟弱巖體上的地梁內力；有較好彈性性質的地層，可按彈性半無限體地基計算地梁內力；對于框架型地梁，可按溫克爾地基模型計算其各單片梁的內力。 -
Slope pressure on the beam - on - foundation can be calculated by winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximately on the long term working step. in addition, calculation methods of internal force of prestressed anchor - cable beam - on - foundation are provided
對于作用於地樑上的坡體荷載，提出在錨索張拉階段可按winkler地基假定或彈性半無限體地基假定來計算，在工作階段則一般可以近似按庫侖主動土壓力理論計算。
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