arch wall 中文意思是什麼
arch wall
解釋
拱墻-
The arbour was an arch in the wall, lined with ivy ; it contained a rustic seat
這涼棚是搭在墻上的一個拱頂，爬滿了藤蔓。 -
When you come riding shinto rock basilica, will feel the immediate reforms, black streams at the foot of remote contingency, left alone in front of miles - rock blast surrounding rock, right in front of the soaring rock - wing chui days, the public is the front - tianzhufeng arch supporters, was full of castle peak, fog enveloped, lin qiong court palace, dan greenfield wall tile, people instantly durian for cents feeling
當您踏神道走過南巖大殿，會覺眼前豁然開朗，腳下黑虎澗幽深不測，左前方獨陽巖萬丈削壁，右前方飛升巖飛翼垂天，正前方天柱峰眾山拱擁，滿目青山，雲霧繚繞，琳宮瓊閣，丹墻翠瓦，讓人頓生飄飄欲仙之感。 -
Design and application of multiple arch trestle type retaining wall of whole section construction
全拼裝連拱支架式擋土墻的設計與應用 -
A new waveguide made of changing a wide wall of a rectangular waveguide to a uniform curved wall is called conformal waveguide. a kind of expression of approximate solution for domain mode of the new waveguide, including symmetric, unsymmetric arc, parabolic arch, hyperbolic arch, elliptic arch, etc., is constructed by using boundary condition of mental waveguide, variational method and boundary element method. by using the equivalence principle, an approximate calculating formula for equivalent resonant conductance of a narrow longitudinal halfwavelength slot cut in the curved wall of the unsymmetric arcrectangular waveguide is derived, and the result is shown. although this solution is approximate, it can solve the problem in designing the slotted antenna of such conformal waveguide
把矩形波導一個寬面外突成均勻曲面構成的新波導統稱為共形波導.利用金屬波導邊界條件、變分法、邊界元素法構造這種新波導中主模場的一種近似解表達式，包括曲面橫截線為對稱、非對稱圓弧，拋物線弧，雙曲線弧，橢圓弧等.然後根據等效原理，推導非對稱圓弧矩形波導曲面上窄的縱向半波長縫隙的等效諧振電導的近似計算公式，給出計算曲線.這種解雖然是近似的，但卻能解決這類共形波導縫隙天線的工程設計 -
Then the probably factors which affect the arch in the wall are analyzed through the linear program in which the ratio of the height to the span of the beam is the most
然後用線彈性程序對可能影響墻梁拱效應的各個因素進行了詳細的分析，得出托梁的高跨比是影響墻梁拱效應高度的最主要因素。 -
Construction technique for guanshang 1 m - type curved - wall twin - arch tunnel
型曲墻式雙連拱隧道施工技術 -
The equation which relate the design of wall - beam and the arch in the wall are more rational then the criterion
這種將墻梁的設計和拱效應直接聯系起來的方法和規范公式相比更為合理。 -
The paper suggests that the load of middle wall of multi - arch tunnel be calculated according to arch structure in structure mechanics
摘要提出了按拱結構計算雙連拱隧道中隔墻的荷載。 -
The treatment of thoracolumbar - vertebral burst fracture by trans - vertebral - arch - pedicle quot; chinese great wall quot; surgery
撬撥復位植骨椎弓根螺釘固定治療胸腰椎爆裂性骨折 -
The models are obtained by simulating and simplifying the big curve at the arch of aorta and opposite curve of branching vessels. the original conditions of simulation calculating are the entrance velocities and the exit pressures. the boundary conditions are the wall non - slippery flow conditions and the symmetry conditions
它是基於主動脈弓處的大彎曲和分叉血管的反彎曲進行模擬簡化，模擬計算的初始條件是進口速度和出口壓力，邊界條件是壁面無滑流條件和對稱性條件。 -
Based on structure calculation of the pool wall, the top - cover of thin brick shell, pull beam and base plate of underground round - arch single - well - head thin brick shell, the paper proves that such a structure can bear load well and safely
摘要通過對地下圓拱式單井口磚薄殼的池壁、磚薄殼頂蓋及拉梁和底板進行受力分析和結構計算，闡明了該種結構是一種受力合理、安全可靠的結構。 -
On the base of site monitoring on several multi - arch highway tunnels, this paper introduces some site monitoring methods about the force of reinforcing steel bar, the exterior and interior strain of concrete and the displacement of the wall, which aim at the monitoring of middle wall of multi - arch highway tunnel
在多座連拱隧道現場監測工作的基礎上，文章主要介紹了主筋軸力量測、混凝土表面應變量測、混凝土內部應變量測，以及位移量測等針對連拱隧道中隔墻的現場監測方法，並結合中隔墻主筋軸力量剛，給出現場監測及分析實例。 -
He was to leave the city by the porta del popolo, skirt the outer wall, and re - enter by the porta san giovanni ; thus they would behold the colosseum without finding their impressions dulled by first looking on the capitol, the forum, the arch of septimus severus, the temple of antoninus and faustina, and the via sacra
他要從波波羅門出城，繞城一周，再從聖喬凡尼門進城，這樣，他們就可以在去斗獸場的途中順便看看朱庇特神殿，古市場，色鐵穆斯塞維露斯宮的拱門，安多尼的聖殿和薩克拉廢墟。 -
The middle wall of a double - linked - arch tunnel is the key component of the structure ; it also has a great influence on waterproof and drainage of the tunnel, so it is very important to select the proper from of the middle wall
摘要雙連拱隧道的中墻是結構受力的關鍵構件，又對隧道防排水有較大影響，因此，合理選用中墻形式至關重要。 -
As an important bearing structure, the middle wall in the multi arch tunnel, often dominates the success and safety of a project
中隔墻作為連拱隧道的中樞結構和重要承載構件，其受力及位移情況往往對工程成敗和安全起著決定性作用。 -
In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel, and the basic loading law of the middle wall is obtained, then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given, which offers foundation for the design of middle wall in double - linked - arch tunnel
通過建立雙連拱隧道的三維有限元模型，模擬了不同圍巖級別條件下淺埋雙連拱隧道不同中墻形式的力學行為，得出了中墻的基本受力規律，提出了不同圍巖級別條件下修建淺埋雙連拱隧道所採用的合理中墻形式，為雙連拱隧道的中墻設計提供依據。 -
Construction of flat tunnel of large span at extra - shallow depth must be conducted on the principle that advance grouting should be strictly performed before excavation and length of pull at one time should be short, together with reinforced support, immediate closing and constant monitoring and surveying. that preceding pilot tunnels, large - volume excavation divided into small ones, excavation of flank before that of center, upper before lower, arch before wall etc is a good method which could effectively reduce surface subsidence and its adverse effect on adjacent buildings, in addition, some other measures are also taken to lessen blast - induced vibration in the ground and surrounding structures. in a word, all means and steps mentioned above have already proved effective and practicable in practice
軟弱大跨超淺埋扁平隧道必須按「管超前，嚴注漿，多分部、短開挖、強支護、快封閉，勤量測」的施工原則進行施工，採用「眼鏡超前，化大為小，先側后中，先上後下，先拱后墻」的施工方法控制地表沉降和對周邊建築物的影響；採用「多分部，化大為小，短進尺，密布眼，弱裝藥，設減振槽」 ，控制爆破振動，經過實踐證明，這些方法都是行之有效的。 -
At that time it was a triple gate, resembling a triumphal arch, and was probably not attached to the wall
那時的城門是現在的三倍，象凱旋門一樣，並且沒有連築城墻。 -
Thus, two 2d elastic finite - element models of tunnel are respectively established, both of which go through i wall - rock sector and wall - rock sector by means of large - scale finite element software ansys. thereby, the magnitude of wall stress, displacement, submergence of arch roof and terrestrial sedimentation in tunnels will be attained via numerical simulation of the whole construction process
通過運用大型通用有限元軟體ansys ，分別建立隧道穿越類圍巖地段和類圍巖地段的兩個二維彈塑性有限元模型，進行施工全過程的數值模擬，得到隧道中墻應力和位移以及拱頂下沉和地表沉降值。 -
When there is original stage support only, the load ratio of surrounding rock gets more and more bigger with the increasing of crust stress, correspondingly, the load ratio of initial stage support gets smaller. when the initial stage support and the second support act each other, the load ratio of surrounding rock is more than fifty percent, and it has little change with the increasing of crust stress. the whole analysis of the surrounding rock and support shows that the bottom arch of liner and the feet of liner have serious stress concentration, so do the sidewalls and the foot of a wall of the surrounding rock
通過屈曲理論分析結果對比表明，彈性屈曲和突變失穩分析的結果比非線性屈曲分析的結果要大得多，非線性分析由於考慮了材料非線性和幾何非線性，因而結果與實際接近實際；當只有初期支護時，隨著地應力的增加，圍巖的荷載分擔率增大，相應地，初期支護的荷載分擔率就減小了；當有初期支護和二次襯砌共同作用時，圍巖的荷載分擔率在50以上，這一分擔率隨地應力的增加其變化不大；支護和巖體的整體分析表明，襯砌底拱及拱腳處應力集中嚴重，隧道巖體側墻及墻角圍巖的應力集中也較大。
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