連接角材 的英文怎麼說

中文拼音 [liánjiējiǎocái]
連接角材 英文
connecting angle
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • : 角Ⅰ名詞1 (牛、羊、 鹿等頭上長出的堅硬的東西) horn 2 (古時軍中吹的樂器) bugle; horn 3 (形狀像...
  • : 名詞1 (木料) timber 2 (泛指可以直接製成成品的東西; 材料) material 3 (供寫作或參考的資料) ma...
  • 連接 : connect; fit together; link; marry; mate; joint; association trail; linkage; concatenate; concate...
  1. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  2. In terms of the innovative idea of “ fully wrapped joining ” and the status in quo of recent research on the joining techniques of ceramics and metals, an inverse - wedge - shaped ceramic insert was designed with such strong points as saving material, low cost, reliable joint and easy to manufacture, and some experiential data about it were provided accordingly

    根據「全包容」的創新思想和陶瓷與金屬的技術研究現狀,詳細設計了用少、成本低、聯可靠、容易製造的倒楔陶瓷鑲塊結構,並提供了相應的經驗數據。
  3. It covers an area of about 260 hectares. the seaward boundary is demarcated by linking the tips of heung lo kok and kwun tsoi kok through the northern end of flat island ( ngan chau ) and moon island ( mo chau ). the landward boundary follows the high water mark along the coastline

    此海岸公園海域面積約佔260公頃,其海上界線以向螺與棺尖端的直線為限,並穿越銀洲和磨洲的北端;陸上界線則隨岸邊的高潮線劃分。
  4. This article angle has analyzed the higher professional technical education from cbe / dacum " the electrical control technology " the curriculum ability localization, according to the higher professional technical education " the electrical control technology " the curriculum ability localization, point out the insufficiency and flaw existed in commonly used control electric appliance choice, electrical pilot wire road map, electricity control system installment, wiring craft, electrical control line fault diagnosis system approach, new starting velocity modulation equipment and control circuit, control circuit and main circuit aspect and so on

    摘要本文從cbe / dacum度分析了高職「電氣控制技術」課程的能力定位,根據高職「電氣控制技術」課程的能力定位,指出了現行高職「電氣控制技術」教在常用控制電器選擇、電氣控制線路圖、電氣控制系統安裝、線工藝、電氣控制線路故障診斷的系統方法、新型起動調速設備及控制電路、控制電路與主電路的等方面存在的不足和缺陷。
  5. Specification for white pvc - u extruded hollow profiles with heat welded corner joints for plastics windows : materials type b

    塑料窗用帶熱焊拐的聚氯乙烯u型擠壓空心型外型規范: b型
  6. Triangular carrier, herringbone carrier, c type buckle carrier and relevant suspended pleces, bridge pleces are made from galvanized steel. to ensure the level of suspended ceiling all these products. featuring in high strength, have flatness and dead load capacity meeting national standards. u - shape buckle carrier made from aluminum material or colored steel has the advantages such sa easy assembly, strong load bearing capacity and even surface

    骨,人字骨, c型條扣板骨及相關吊件,件均採用鍍鋅鋼製造,產品強度大,平直度和靜載能力超越國家標準要求,從而確保吊裝的平整性。 u型扣板骨採用鋁質或彩鋼等料製造,達到裝配簡便,承受力強,表面均衡的效果。
  7. We suggested one kind of planar metamaterials with periodic patterns tiled by two resonant components, which consist of triangular and pentagonal patch arrays and a metallic ground plate interconnected by via arrays together

    摘要設計了一種由兩種不同諧振單元套構而成並按周期排列組成的平面型異向性料,該平面結構由三形和五邊型的金屬貼片周期平鋪構成上表面,並通過金屬化導孔與下底板的金屬底板
  8. Pressed metal plates, the water board and the whole board should be fixed angle reliable, strong, anti - corrosion coatings and sealing material coating installation intact, connector size, spacing and the state should comply with the design requirements of the standard

    壓型金屬板、泛水板和包板等應固定可靠、牢固,防腐塗料塗刷和密封料敷設完好,件數量、間距應符合設計要求和國家現行有關標準規定。
  9. Then a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring. basing on rotation and displacement equation, we obtain the element stiffness matrixes with semi - rigid connections where the effects of material nonlinear, hysteresis behavior and shear forces in the connection deformations have been considered in and at the same time we modify the fixed - end forces. finally, a program for calculating the elastic - plastic earthquake seismic of semi - rigid connected steel frame structure by step and step integration of wilson -

    本文在介紹和分析半剛性彎矩與轉關系模型的基礎上,用帶有轉動剛度的彈簧表徵半剛性,推導出半剛性的剛度矩陣,並對桿件固端力進行修正,同時在考慮剪切變形、料彈塑性、及構件的動力滯回性能的基礎上,編制了結構彈塑性地震動力時程分析有限元計算程序。
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