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英語人>網(wǎng)絡(luò)例句>arch bar 相關(guān)的網(wǎng)絡(luò)例句
arch bar相關(guān)的網(wǎng)絡(luò)例句

查詢詞典 arch bar

與 arch bar 相關(guān)的網(wǎng)絡(luò)例句 [注:此內(nèi)容來源于網(wǎng)絡(luò)人人人人人人操人,僅供參考]

And successful applications of strain sensors in the bowstring arch bridge and tie bar cable replacement in the construction.

應(yīng)用結(jié)果表明,光纖光柵測力傳感器可有效監(jiān)測鋼管混凝土系桿的受力狀況得得爱性爱视频。

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I-bar, O-ring, T-square, octahedron, zigzag chain, gable roof, cross stitch, set square, arch dam, cam shaft, cone buoy, U-bolt

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"The bar tracery of the parallel English Decorated style formed netlike patterns based on the circle, arch , trefoil, and quatrefoil."

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Not far away, white stone arch bridge in accordance with a woman yoga posture breathing, such as soft reflected in the water, the water could not bear to flow, the wind could not bear to rustle through the bar, and thus, in a devout posture and mentality in the sun under the shower.

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Meanwhile, the connecting nodes of the arch foot and the tie bar are structurally optimized to solve the problem of complicated forces on the arch foot .

同時又黄又粗又大又长又色又爽,對拱腳和系梁連接節(jié)點處進(jìn)行了結(jié)構(gòu)優(yōu)化国产精品欧美亚洲韩国日本不卡,解決了拱腳處受力復(fù)雜的問題情欲视频,欧美一级在线观看。

The resolute indicates that the entire bridge is reasonable.(2) By establishing another two commeasurable model, the influence of vice-arch and beam-arch cooperation on dead load、live load and tension force of tie-bar was analyzed.

結(jié)果表明活載作用下協(xié)作體系拱橋邊拱拱頂段表現(xiàn)為梁的工作性能日日爱自拍com,彎矩顯著增大日本ww视频;副拱的約束作用能減小結(jié)構(gòu)的變形,彌補拱梁協(xié)作對結(jié)構(gòu)受力帶來的不利影響www日免费看。

The characteristic of tied-arch bridge is a no-thrust arch structure by tensing the tied bar formin.

中承式系桿拱橋是拱橋家族中的一員日本不卡的涩涩网站,它的特點是靠系桿承受拱腳推力,是一種無推力的自平衡體系亚洲黄黄视频。

It is found that zero-displacement mothod can not be used in concrete-filled streel pipe arch bridge. When bend rigidness of tie-bar and bend rigidness of arch is almost same, rigid-support continuous beam mothod and the least-energy mothod without restriction formula is satisfactory.

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Based on detailed description of those phenomena,obvious regularities are concluded and described as follows: fracture in top arch of underground station and voltage transformation station downstream sidewall; buckling in top arch of bus bar line cavern and penstock downstream plat part.

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