磚的砌式 的英文怎麼說

中文拼音 [zhuāndeshì]
磚的砌式 英文
pattern brick masonry work
  • : 名詞1. (燒製成的建築材料) brick 2. (形狀像磚的東西) brick-shaped things
  • : 4次方是 The fourth power of 2 is direction
  • : 砌Ⅰ動詞(用磚、石等壘) build by laying bricks or stones Ⅱ名詞(臺階) step
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  1. An old gothic vicarage, a two - storey brick structure, was built in 1909, with the donation from sir paul chater. the quarters for the amahs and the caretakers were subsequently constructed around 1910

    牧師樓是用兩層高歌德建築物,同樣由遮打爵士捐贈,在1909年落成。女傭及管理員宿舍於1910年左右興建。
  2. The gabled brick, tile, and freestone houses had almost dried off for the season their integument of lichen, the streams in the meadows were low, and in the sloping high street, from the west gateway to the medieval cross, and from the medieval cross to the bridge, that leisurely dusting and sweeping was in progress which usually ushers in an old - fashioned market - day

    那些帶有用山墻和蓋有屋瓦石頭房子,外面一層苔蘚已經因為乾燥季節差不多曬干脫落了草場上溝渠里水變淺了,在那條斜坡大街上,從西大門到中古十字路,從中古十字路到大橋,有人正在不慌不忙地清掃大街,通常這都是為了迎接舊集市日子。
  3. Any of various ovens for hardening, burning, or drying substances such as grain, meal, or clay, especially a brick - lined oven used to bake or fire ceramics

    窯用於加硬,燃燒或烘乾物料如穀物、粗粉或粘土小窯,特指用來焙乾或燒陶器
  4. Built in the 12th and 13th centuries, this was scandinavia ' s first gothic cathedral to be built of brick and it encouraged the spread of this style throughout northern europe

    羅斯基勒大教堂建於12和13世紀,是斯堪納維亞第一座哥特大教堂,它也推動了此類建築風格在北歐傳播。
  5. The building, having three halls and two courtyards, is made up of green bricks, which is the place where the tangs have their ancestral worship, wedding ceremony and social activities

    整座建築物外墻以青成,屬於三進兩院設計,是鄧氏族人進行祭祀、婚禮和社交活動地方。
  6. The temple was built in 1473 and its original name was zhenjuesi. in 1860 and 1900, the temple was plundered and burned by aggressors and there was only an indian style pagoda left

    89 《翠谷塔影》 ? ?香山琉璃塔,建於1780年。是香山昭廟在遭外侵劫難后,留存下來寶塔,塔高10米,八角七層用琉璃成低層圍以白玉欄桿,塔基周圍為木構廊廡,形獨特。
  7. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于體結構抗震性能研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和體結構設計規范( gb50003 - 2001 )中墻體抗震驗算公不足之處,通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下對比試驗,研究了帶翼緣墻在水平反復荷載作用下恢復力特性曲線、墻破壞特徵以及縱墻影響等,翼緣墻存在,主墻抗剪能力可以提高31 ,剛度及變形能力也均有較大提高結論,墻體驗算公中應當考慮縱橫墻共同作用影響。
  8. In the project of jingyuan garden, a national model project for comfortable residence constructed by us, new technologies including dipy framework system, composite external wall, etc are adopted, especially aerated concrete block enclosure structure is adopted for large areas, which has a great demonstration significance in replacing clay brick and with regard to wall restructuring

    在我們承建國家康居示範工程景元花園項目中,採用了帝枇模網結構體系,復合外墻等新技術,特別是大面積採用加氣混凝土塊圍護結構,在替代粘土和墻體改革方面具有極大示範意義。
  9. 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

    因此本文在對灰砂體進行力學性能試驗基礎上,分析其裂縫產生破壞模與開裂機理,並論述了將斷裂力學知識運用於研究體裂縫問題可行性;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灰砂墻片進行非線性分析計算,得出墻片開裂荷載、極限荷載、 p ? u曲線,裂縫在墻體上分佈等,與試驗所得數據對比,以便於研究裂縫開裂機理,並將研究混凝土有限元方法運用到對研究中,取得了較滿意結果,為類似試驗分析提供了一條新思路。
  10. The random bricks demonstrates how the randomness of a fractal texture can be manipulated via an expression, and then remapped with a ramp, to produce a convincing brick pattern

    隨機塊證明了分形紋理隨機性能被一個表達來操作,並且用一個漸變貼圖產生一個令人信服碼堆來貼圖。
  11. Through the experimentation for the physical performance of cfpb masonry under local compression, the author has observed the deformation and failure of cfpbm. based on the mathematical statistics and regression analysis of the experimental data, the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations, analyzed stress distribution of local bearing masonry under beams end, and provided the calculating formula on effective supporting length of beam end in brick masonry. as the results of experiments demonstrate, owing to the cfpb ' s own holes " system, the beneficial effects, the bounding effect of surrounding masonry and the spread effect of force, have not developed completely

    試驗結果分析表明:由於多孔自身孔洞結構,體內部圍箍作用和力擴散作用未得到充分發揮,局壓強度雖較軸心受壓強度有所提高,但仍低於同情況下實心局壓強度;當有上部荷載作用時,對體局壓有利懸臂卸荷作用和內拱卸荷作用均不明顯,因此在推導梁端局壓強度計算公時,未考慮此可能存在有利影響,計算偏安全;局壓強度提高系數公除採用規范公(二項表達,還用對數進行了回歸推導,得到了一個較為普遍;論文還對梁端局壓梁端有效支承長度計算公進行了回歸推導。
  12. The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied

    摘要通過9片約束頁巖體墻低周反復水平荷載試驗,研究了約束頁巖體墻破壞特徵、抗震性能和抗震受剪承載力計算公
  13. Through the experiments and analysis, it can be concluded that confined shale brick masonry wall has good deformation property and high lateral - resisting bearing capacity, its ductility is close to confined clay brick masonry wall ' s, and its lateral - resisting bearing capacity is higher than confined clay brick masonry wall ' s

    試驗表明約束頁巖體墻具有良好變形性能和較高抗震受剪承載力,其延性系數接近約束粘土體墻延性系數,其抗震受剪承載力計算可採用與約束粘土體墻相同
  14. The house was built of red brick and granite with a chinese - style tile roof

    整棟建築物以紅及花崗石築而成,屋頂則採用了中國瓦頂。
  15. Aimed at this instance, professor wankang luo of chongqing jianzhu university has processed much elementary research on antiseismic capability advancement of expansion web on masonry brick building. the article has researched the form and mechanization of failure, crack resistance and bearing capacity, ductility, energy dissipation, hysteretic behavior, deformation, ect, through test to contrast models with rate 1 : 2 reinforced by expansion web and steel web. the result of the study has testified it an efficient measure to lay expansion web into masonry brick building for entirely improving antiseismic strength

    在原有兩座1 : 2三層雙開間混合結構房屋模型抗震性能研究基礎上,分別用擴張網和鋼絲網兩種材料進行加固,通過比較以揭示擴張網對于體結構抗震性能提高作用內在規律,並在鋼絲網水泥漿法加固抗剪計算公基礎上提出一種較能反映擴張網這種新型材料受力特性擴張網水泥砂漿加固體結構抗剪計算方法。
  16. Half court house is like all other residences, with mountain shape roof and built by thick bricks. this kind of building looks special. some dwellings have banyan trees in front of their houses so they have to shorten the length of wing and some dwellings were built at different time so they are not in line side by side

    構造方,如同一般民宅,屋頂為硬山馬背頂,墻以厚成,外再以灰漿粉飾,在灰漿剝落後形成一種特別紋理;在造型上,單伸手群所形成之聚落是相當具有特色。
  17. The productions include : 1. the investigation of crackss of masonry structures, the characteristic and the reason on cracks of wall ; 2. the limited element analysis about datum of brick - wall the relation between the maximal stress in wall and the relative sedimentation of foundations, the relation between the cracks form in wall and inner stress, the validity of limited element mode ; 3. the limited element analysis about the relative sedimentation of foundations, the influence of ratio of length and height, foundations rigidity, groundsill rigidity on the inner stress in wall ; 4. the limited element analysis about the influence of temperature on wall cracks and the influence of space between extension cracks, difference in temperature on the inner stress in wall ; 5. the analysis about the cracks rule because of temperature, the contrast between the result and the simulant result ; 6. the study about the influence of cracks of masonry structures because of constriction stress, the experience of dealing with constriction cracks in the domestic and the foreign ; 7. the advice of avoiding cracks because of the asymmetric sedimentation temperature, constringency in design and construction

    本研究結合實際工程中塊建築普遍存在裂縫問題,參照墻裂縫調查研究成果,針對我省塊應用狀況,進行了充分調研,並查閱大量文獻資料,總結了塊建築墻體裂縫特點和規律,通過對溫度裂縫、沉降裂縫有限元分析和經驗公對比,深入探討了墻體開裂影響因素,結合各地實際工程經驗,在對混凝土塊墻體在材料、設計、施工等方面進行系統理論分析、綜合研究基礎上,給出開裂防治方法,促進混凝土塊在我省推廣應用,為相關規范編制提供理論依據和經驗分析,主要研究成果有: 1體開裂調查研究,墻體開裂特點和原因總結; 2有限元分析墻實測數據,揭示了墻體內最大主應力和地基相對沉降量關系及墻體開裂形態與內部應力聯系,並且驗證了有限元模型有效性; 3
  18. The aseismatic performance of multilayer brick masonry structure is poor because the basic materials and connection mode determine the brittleness nature and deformed little

    摘要多層體房屋由於組成基本材料和連接方決定了其脆性性質,變形能力小,導致房屋抗震性能較差。
  19. Rotary and rotary impact masonry drill bits with hardmetal tips - dimensions

    帶硬質合金鉆頭旋轉和旋轉沖擊工鉆.尺寸
  20. Rotary and rotary impact masonry drill bits with hardmetal tips. dimensions

    帶硬質合金鉆頭旋轉和旋轉沖擊工鉆.尺寸
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