斜形交叉 的英文怎麼說

中文拼音 [xiéxíngjiāochā]
斜形交叉 英文
skew crossing
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : Ⅰ動詞1 (把事物轉移給有關方面) hand over; give up; deliver 2 (到某一時辰或季節) reach (a cert...
  • : 叉動詞[方言] (擋住, 卡住) block up; jam
  1. The author suggests that the three lithosphere - scale faults, lancangjiang fault, jinshanjiang - ailaoshan fault and axis fault in the middle of the basin, are the main geological structures that control the formation of basin, magmatism and metallogenic congregate district. the anticline structure with an axis of triassic strata and the related fault system within the basin, and gonglang arch - shaped folding structure in the south of the basin are the geological structure controlling the formation of ore fields. junctions of two or more faults with different orientation, interlayer cataclastic structural zone and oxidation - reduction ( redox ) boundary were the favorable position for the formation of ore bodies

    認為瀾滄江斷裂、金沙江-哀牢山斷裂及盆地中軸斷裂這三條巖石圈斷裂是主要的控盆-控巖(巖漿巖)構造及礦集區尺度的控礦構造;盆地中以三疊系為軸的背構造及相關的斷裂系統、盆地西南緣公郎弧構造等是礦田尺度的控礦構造;多組斷裂的、層間破碎帶及地層柱中的氧化還原界面是成礦體的有利部位。
  2. The experimental and numerical studies on the two enhanced tubes are performed. the strong multi - longitudinal vortex flow in the aea - tube is induced by alternating change of the elliptical cross - section, and for the ddir - tube, the strong multi - longitudinal vortex flow is

    縮放橢圓管是通過橢圓截面的變化誘導產生強烈的二次流和多縱向渦流,而不連續雙向內肋管則是通過不連續的雙向內肋對的作用成強烈的多縱向渦。
  3. At the same time, the steel truss with cross diagonal web members, without vertical web member, is the best project to transfer a big span structure

    同時,研究發現有腹桿而無豎腹桿的鋼桁架結構式是實現大跨度、大柱網轉換的優選方案。
  4. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比(均為l h = 1 . 0 )剪力墻洞口連系梁在低周反復荷載作用下的試驗,了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)設計的連梁具有的抗震性能,研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響,並進一步對新的配筋式的連梁進行了探討,了解了在連梁梁端配置多排筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析,利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較,最後得出結論: 《鋼筋混凝土高層建築結構設計與施工規程》 ( 2000年徵求意見稿)不能保證小跨高比連梁具有較好的抗震延性:通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯;梁端配置多排筋的連梁具有相對較好的受力性能,其延性和耗能性能等各項性能指標均優于普通配筋連梁,宜在深連梁中採用。
  5. 3. through experimental and theoretic analysis it proved that it has more prominent effects in improving bearing capacity, the structure integer deformation and energy dissipating with concealed bracings in the two wall slabs than only with across inclined reinforcements in the lintel beams. and the key point of the rc coupled shear wall with concealed bracings is that concealed bracings can control the failure mechanism of the shear wall rationally

    通過試驗和理論分析證明了在連梁中加配筋對提高承載力和延性效果顯著,兩墻肢加設暗支撐后,兩墻肢抗震能力明顯加強,同時結構整體變和耗能能力顯著增強,帶暗支撐雙肢剪力墻的關鍵在於合理地控制了剪力墻的破壞機制。
  6. At the same time, it suggests apply the landscape ecology theory to the urban green space system planning and design. in the last part, this paper applies above planning theories and methods to practical urban green space system planning in wuhan. after analyzing the urban spatial structure, urban natural matrix and current green space condition, it puts forward to that urban green space system planning in wuhan should strongly control main city zone ' s external sprawl by using the green belt based on the naturally " tilted cross " morphology, and construct a regularly contributed urban green space network that has perfect system and has infiltrative and leading function to urban spatial structure in wuhan by using the green corridor connected with green patch

    最後,將上述的規劃理念和方法運用於武漢市城市綠地系統規劃的實踐中,廠迄莖內碩士學位論文alaster 』 sthesis對武漢市的城市空間結構、城市自然基底和綠地現狀加以分析,提出武漢市城市綠地系統規劃應該以山水「十字」態為基礎骨架,用「連藤結瓜」式的環城綠帶對主城區的外延發展實施強有力地控制,通過綠色廊道網路聯系「大小綠地斑塊,以構建一個均勻分佈、體系完善、對城市空間結構具有滲透性、引導性的城市綠地系統。
  7. Several problems, which should be paid attention about the planning, are analyzed emphatically. finally, i applied above - mentioned planning thoughts to the practice of wuhan ' s urban green space system planning, and proposed some thoughts about it. wishing wuhan will be changed to " shan - shui " city early

    最後,筆者將上述的規劃理念運用於武漢市綠地系統規劃的實踐中,對武漢市的城市空間結構、自然基質和綠地現狀加以分析,提倡武漢市在建設「山水城市」的過程中,城市綠地系統規劃以山水「十字」態為基礎骨架,完善點、線、面相結合的體系。
  8. Improvement of barrier protection performance was analyzed from views of material, structure and type, installation of concrete barrier. it was presented to increase the protection capacity of the barrier through material improvement so as to decrease rigidity of the barrier. the effect that the height of the point of intersection between the up and below inclined plane may have on car overturn after impact

    從混凝土護欄的材料、結構式、施工方法等方面進行了護欄防護性改進分析,提出通過改進材料來提高護欄的防護性,降低護欄的剛度,討論了護欄截面上、下點的高度對車輛碰撞后傾翻可能性的影響。
  9. Sloping roofs can be further categorized into the double slope roof, the cone, cross roves and combinations of these several forms

    屋頂又可以再分為兩面傾、圓錐、十字及混合
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