鋼大樑 的英文怎麼說

中文拼音 [gāngdàliáng]
鋼大樑 英文
steel girder
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  1. So the circumjacent welding should be applied at this spot and another join symmetrical to it, all sides of the place at which angle iron join are welded around with the main beam

    因此應該在該位置以及與之對稱的另一聯接點處都應採用周邊焊，使角鋼連接處的各邊全部焊接，然後再與大樑周邊焊接。
  2. Shaped steel / steel profile concrete beam. its characteristic is to enwrap a layer of concrete outside of the structural steel beam

    採用型鋼混凝土大樑，它的特徵是在鋼結構梁外面再包裹一層混凝土外殼。
  3. Elastic theory and plastic theory are adopted in the analysis of the two section composite beam. elastic theory suggests, on the condition of the same steel beam section size, the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75. 1 %, elastic limit bending resistant capability cuts down by 47. 9 %, than the composite beam for the floorslab is suited on the top flange. it s conversion section stiffness is lifted 8. 0 %, elastic limit bending resistant capability is lifted 0. 20 %, than the steel beam

    彈性理論分析的結果表明，在鋼梁截面大小相同的條件下，樓板位於鋼梁下翼緣的組合梁和樓板位於鋼樑上翼緣的組合梁相比，其換算截面剛度降低75 . 1 ，梁的彈性極限抗彎承載力降低47 . 9 ，樓板位於鋼梁下翼緣的組合梁和純鋼梁相比，其換算截面剛度提高8 . 0 ，梁的彈性極限抗彎承載力提高0 . 2 。
  4. But during the 1994 northridge earthquke and 1995 hyogoken - nanbu earthquke, many steel beani - to - column connections were damaged which indicated that cognition on the capacity of this type of joints was rather inadequate. in order to avoid similar damages in the future, analysis on response of beam - to - column connections under cyclic loads is not only significant from the theoretical aspect, but also important in practice

    然而， 1994年美國northridge地震和1995年日本的阪神地震中，大量鋼框架樑柱連接發生破壞，顯示出人們對于剛性樑柱連接的受力性能和破壞機理認識還相當不足。為了避免人員傷亡和經濟損失，對鋼框架樑柱連接研究其在循環荷載作用下的反應，不僅具有重要的理論意義，更具有重大的工程實用價值。
  5. Hot - rolled steel plates and sheets for automobile frames

    汽車大樑用熱軋鋼板
  6. Hot - rolled steel plates sheets and strips for automobile frames

    汽車大樑用熱軋鋼板和鋼帶
  7. It has solved two difficult of application and erection of high strength material in arch bridge. the cfst arch bridge has being developed quickly in our country

    鋼管混凝土結構在橋樑上的應用，同時解決了拱橋高強度材料應用和施工兩大難題，因此，鋼管混凝土拱橋在我國得到迅速的發展。
  8. In china, especially since the 1990s, steel - structures have been introduced into a lot of grand bridges which spanned over roaring rivers and surging seas

    特別是上世紀九十年代以後，在我國修建的一系列跨江跨海特大型橋梁中，很多橋樑上部結構採用了鋼結構。
  9. Supervision and consultation projects completed : ( 1 ) jiangsu xindadou square ( 50, 000m2, two 30 - story buildings ), worked as chief supervision engineer ( consultation ) ; ( 2 ) " yanqiao overpass service center of xicheng highway ( the first overpass type service center on highway in china ), worked as chief supervision engineer ( consultation ) ; ( 3 ) the ninth 5 - year - plan updating technology project of huaiyin tobacco plant, 50, 000m2, worked as chief ( supervision and consultation ) ; ( 4 ) the softy testing, analysis and consultations of nanjing international conference and exhibition center, site - erected structure, 75m span steel roof truss ( the largest one in china ), worked as chief of test and consultation ; ( 5 ) " the consultation service of the testing, analysis and update technology of the reliability of the joints of intermediate floor slabs, beams and columns of base beam of sanshanjie station of nanjing metro " etc

    完成"江蘇新大都廣場（ 5萬多平方米，二幢30層） "建設監理咨詢（總監） ； "錫澄高速堰橋跨線服務區（國內首座） "建設監理咨詢（總負責） ； "淮陰卷煙廠9 . 5技改項目（ 5萬多平方米） "建築監理咨詢（總負責） ；主持了"南京國際會展中心75m跨鋼屋架（國內最大距）現場施工安裝結構安全性測試分析咨詢" ； "南京地鐵三山街站中樓板及底板樑柱節點構造技術安全可靠性的測試分析與技術改進咨詢服務"等項目。
  10. In this thesis, nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys. the capacity, stress, displacement and other abilities of joints was analyzed

    本文應用大型有限元軟體ansys對兩個不同類型的鋼梁?鋼骨混凝土柱樑柱節點的承載力、應力、應變及其它性能進行了非線性有限元分析。
  11. This device takes rubber ( plastic cement ) as substitute for metal bumper, inside it an inflated tyre is set, ineffective part joining front of supporting frame and bumper is removed, and replaced by metal connecting bar, bar front is fixed unto bumper, and bar ' s rear connected with spring, spring ' s rear is fixed to a steel bowl firmly hugging closely an inflated rubber ball ( two ), rear ball is closely hugged by another steel bowl at front of another spring, and another rubber ball placed at spring ' s rear

    該裝置由橡膠（塑膠）代替金屬保險杠，內置充氣胎，去掉前端大樑與保險杠連接的無效部分，以金屬連杠代替，連杠前端固定於保險杠上，後端連接彈簧，彈簧的後端固定一鋼碗緊貼充氣皮球（兩個） ，后皮球與另一彈簧的前端鋼碗緊貼，另一彈簧的後端再放置一充氣皮球。
  12. The reinforcing technique to connect both line regid do n ' t change the self - frquency of girder, but use the piece of rigid conjunction pole connect both juxtaposition girder together, under the together action of both girder, and increased the horizontal damp to realize the purpose of reduce flap

    對上、下行復線鋼板梁採用雙線剛性連接技術不改變鋼梁的自振頻率，而是採用剛性連接桿件將并行的兩孔鋼梁連接起來，通過兩孔梁共同作用，加大樑體橫向阻尼而達到橫向減振目的。
  13. In the northridge earthquake in 1994 and the kobe earthquake in 1995, widespread and unpredicted brittle fractures were found in weld steel beam - column connections ( weld - flange - bolted - web connections )

    在1994年美國北嶺地震和1995年日本阪神地震中，發生了大量鋼框架樑柱節點的脆性破壞。
  14. But during the 1994 northridge earthquake and 1995 hyogoken - nanbu earthquake, beam - to - column connections experienced a great deal of brittle fracture phenomenon, which indicated that the performance on the damage mechanism of some style joints were rather inadequate

    但在1994年northridge和1995年阪神地震中，樑柱連接發生了大量的脆斷現象，顯示出了人們對于鋼框架樑柱栓焊連接節點認識上的不足。
  15. So, the method, that is, determining adjusting coefficient of moment capacity of column - to - beam according to actual reinforcement of beam, which have been adopted by framework of gradel intensity - category 8 and of grade 1 intensity - category 9 can effectively form advantageous energy - dissipation mechanism under intermediate earthquake and rare earthquake

    因此， 9度一級和8度一級框架按梁端實配鋼筋確定樑柱抗彎承載力級差系數的方法能較為有效的引導框架在中震及大震下形成有利的耗能機構。
  16. But many problem remain should be solved in these aspects, such as research on lateral resistant system, the cladding material and steel frame connections, etc. to the lateral resistant system, one of the imperative problems in the steel residential building, we expect to research a new earthquake resistance element with great stiffness in the usual day ( for the needing of safety and comfort in the place where is windy and earthquake occurred frequently ) ; low stiffness in strong motion earthquake ( for the flexibility of residential building in the strong motion earthquake ) and absorbing seismic energy

    從技術角度講，如何使鋼結構適應住宅建築的特點，滿足住宅產業化發展的需要，還有許多問題有待進一步研究，如抗側力體系、維護體系及其樑柱的節點問題等等。針對鋼結構住宅中急需解決的抗側力體系問題，本文研究了一種正常使用情況下剛度大（滿足建築物在風載及常遇地震下人們舒適性和安全感的要求） ，強震時剛度低（保證強震時建築具有柔性的特點） ，而且可吸收地震能量的新型抗震單元。
  17. The response of multi - storey regularly asymmetric building excited by two directions earthquake is researched. and the torsional coupling response influenced by the strength eccentricity is discussed. the response of the rc frame excited by two directions earthquake is simulated using fiber models

    4 、對雙向水平地震作用下均勻偏心結構的非彈性扭轉耦聯反應進行了分析，考重慶大學博士學位論文察了強度偏心距對結構非彈性扭轉禍聯反應的影響程度，並採用纖維模型樑柱單元模擬分析了不規則鋼筋混凝土框架結構在雙向水平地震作用下的反應過程。
  18. As the preheater tower span of large scale nsp cement plant is great and the internal stress of single beam and pole is also great, steel structure and reinforced beam / pole be used widely because of their special performance

    摘要近十年來，由於大規模水泥廠窯尾塔架跨度大，單根樑柱的內力大，鋼結構樑柱和鋼管混凝土柱因其特有的性能優勢得到了廣泛的應用。
  19. The main contests and conclusions are listed as follows : 1 the failure modes and location of steel frame were analyzed under static loads. the failure modes included strength failure and stability failure. the failure modes of steel frame were introduced under earthquake loads

    本文主要研究內容和相應的研究成果概括如下: 1通過對鋼框架結構在靜力豎向荷載和水平荷載作用下破壞現象和規律的分析，說明樑柱節點受力大、強度低是造成地震中大量鋼框架結構房屋樑柱節點焊縫開裂的主要原因。
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