似磚的 的英文怎麼說

中文拼音 [sìzhuānde]
似磚的 英文
bricky
  • 磚 : 名詞1. （燒製成的建築材料） brick 2. （形狀像磚的東西） brick-shaped things
  • 的 : 4次方是 The fourth power of 2 is direction
  1. Its route seemed interminable, through the low, brick, suburban, populous houses.

    路程好象是漫無盡頭似的，沿途經過了不少住得擁擠不堪的郊區磚砌矮房子。
  2. He wasn ' t poor, after all ? he had two hundred acres of decent land, and a banked barn with a peaked silo, and a drive shed, and a square red brick house, though the house, like the man himself, had a look of bad temper

    他一點也不窮，有二百英畝良田，一個帶尖頂筒倉的裝得滿滿的谷倉，一個車棚，一棟正方型的紅磚房，雖然這房子看上去和這男人一樣，似乎不那麼好接近，窗上遮著深綠色的百葉窗，看不到窗簾，屋子正面的墻上有一道疤痕，那是門廊與前墻撕離的印記。
  3. Nanjing confucius temple s lingxing gate, as the same as kong temple in qufu, is the first gate of the temple. athough the first one is not as grand as the second one, delicesies and gaudiness was showed. once, there is a story spread in qinhuai district. when miss zhang yuliang, a famous drawer living in

    的欞星門與曲阜孔廟的欞星門一樣，是廟的第一道大門，它雖不如曲阜孔廟四柱三門的欞星門高大威嚴，但卻多了兩面明清式的傳統磚壁，顯得精緻華麗，並使廟殿似有或藏或露之感。
  4. At the same time in this paper we analyze nonlinear behavior of masonry through finite element method program and obtain its load when the wall start to crack and when it destroy, the p - u curve and so on. a comparison has been made between the data obtained from the experiment and the calculated through finite element method program so that we can study the cause of crack. in this paper we use finite element method to study concrete ' s character to analyze masonry, satisfactory results have been attained

    因此本文在對灰砂磚砌體進行力學性能試驗的基礎上，分析其裂縫產生的破壞模式與開裂機理，並論述了將斷裂力學知識運用於研究砌體裂縫問題的可行性；同時，本文運用有限元方法對結構低周反復加載靜力試驗所做的灰砂磚墻片進行非線性分析計算，得出墻片的開裂荷載、極限荷載、 p ? u曲線，裂縫在墻體上的分佈等，與試驗所得數據對比，以便於研究裂縫的開裂機理，並將研究混凝土的有限元方法運用到對砌體的研究中，取得了較滿意的結果，為類似的試驗分析提供了一條新的思路。
  5. Completely covered, inside and out, with pale blue and yellow ceramic tiles ( which are an esfahan trademark ), it ' s a stunning 17th - century mosque, with its tiles seeming to change colour depending on the light conditions

    這座十七世紀的清真寺，里裡外外全部覆蓋著淡藍色與淺黃色的瓷磚（瓷磚是伊斯法罕的標記） ，其色調似乎隨光照條件而變幻，堪稱美輪美奐。
  6. Uncovered large amounts of brick fragments, seems as if though people might have intended to pile the bricks. the soil color was darker and there are clear signs of burning and coal left over

    出現大量磚瓦殘件，似屬人為刻意堆置地層，土色明顯較黑，有明顯的火燒與木炭遺留痕跡。
  7. Through analyzing the test data of lateral displacement of the composite semitic walls with structural concrete columns under the action of horizontal loading, and combining the existent wall lateral displacement theory and calculate formulae, the approximate calculation method of lateral displacement of the semitic walls which are composed of brick and concrete was summarized

    摘要通過對帶構造柱的組合抗震墻在水平荷載作用下側向位移的試驗數據分析，並結合己有的墻體側向位移理論計算公式，總結出了磚-混凝土組合抗震墻體側向位移近似計算方法。
  8. Three characteristic features, such as average velocity of sound, deviation coefficient of sound velocity, and deviation coefficient of amplitude are extracted from four kinds of testing data which are sound velocity, amplitude, frequency and waveform in this paper. fuzzy analysis and artificial neural network are combined to form an intelligent system with similar functions to human brain to classify grc, aerated concrete, hollow brick, solid brick and concrete block. the accuracy of this system is up to 95 % in field tests

    由超聲脈沖法獲得4種檢測信息聲速、波幅、頻率和波形，從中提取3個特徵量：平均聲速、聲速的離差系數和波幅的離差系數，利用模糊分析方法和人工神經網路相結合對grc 、加氣混凝土、空心磚、實心磚、砌塊5種墻體材料進行種類識別，形成一個智能化的、具有類似人腦功能的系統.經現場實測證明，判別的準確率達95 %以上。
  9. Second, on the base of large scale integer building model tests, anti - seismic property of structure of multi - rib panel is analyzed, and is contrasted with the property of the masonry structure. the research reveals that buildings in structure of multi - rib panel make shear deformation mainly, whose failure process is similar to the single composite panel and the tests result shows that, contracted to masonry structure, carrying capacity of buildings in this structure is 1. 5 times and deformation capacity is about 3 times. in addition, thanks to the lower self - weight, the seismic response of the buildings is far lower than masonry structure

    研究表明：多層密肋壁板結構房屋以剪切變形為主，破壞過程與單塊墻板相似；復合墻板與后澆隱型框架連接成整體結構，協同工作；傳統的底部剪力法適用於本結構體系的抗震計算；試驗結果還表明，該結構房屋最大承載能力是磚混結構的1 . 5倍，變形能力是磚混結構的3倍左右，而房屋自重比砌體結構減少1 4以上，地震反應遠低於砌體結構。
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