斜隔板 的英文怎麼說
中文拼音 [xiégébǎn]
斜隔板
英文
sloping bulkhead-
In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered
考慮到梁段以外附近區域的作用，在其兩端面上施加了由平面桿系結構分析所得的端面內力，另外，索力和預加力（梁縱向、橫隔梁橫向、斜腹板豎向）也施加在相應的位置，分析了箱形主梁在自重、索力和預應力作用下的空間應力效應。These structures were usually skewed with the diaphragms placed perpendicular to the longitudinal girders.
這些結構通常是斜交的，而橫隔板則垂直於縱梁布置。Driver ' s position : optimised layout, based on the latest ergonomic principles, considerably reduced vibration and noise, throunh insulating the operator ' s compartment from the vehicle itself by means of shock absorbes, seat adjustable to operator ' s height and weight, as well as being spring suspended and hydraulically damped. lindedouble pedal control system offers accurate reversing without. changing gear. linde central control lever operates all mast functions
駕駛室:根據人機工程學原理對駕駛室進行了優化設計.駕駛室與車身之間由減震墊隔離，大大地降低了震動和噪音，司機座下有彈簧和液壓減震裝置，並可根據駕駛員的身高和體重進行調整，以獲得最舒適的狀態.林德雙踏板控制系統具有無需切換即可實現靈敏向的功能:林德集中控制桿控制門架的提升，下隆和傾斜動作.發動機的轉速可根據提升和其它功能對輸出功率的需要而自動調節.護頂架與司機座聯成一體，並可裝配成舒適的全封閉駕駛室In addition, the main stress at the interface of the bottom flange and inclined web, which located at the interface with the diaphragm, is the largest. so, it should be taken more attention to them in design
另外，橫隔梁與斜腹板及底板交界處的底板及斜腹板區域，其主應力數值最大，設計中應給予重視。The experimental results are provided to show that : ( 1 ) edgetone generated by slanted hole configuration is main sound source, ( 2 ) screen and spllitter - plates successfully suppress the edgetone, ( 3 ) the design way in refer ence [ 1 ] for low noise wall is very useful
實驗結果表明： （ 1 ）斜孔所產生的邊緣音是最主要的聲源； （ 2 ）用加網和加隔片都是抑制邊緣音的有效方法； （ 3 ）文獻[ 1 ]介紹的低噪聲壁板的設計方法具有實用性。Secondly author calculates and analyses normal stress and shear stress of the girder for a assembling post - tensioned concrete skew girder bridge with a span of 40 m due to the actions of the dead load, temperature changes, shrinkage and creep of concrete and live loads, and calculates and analyses normal stress and shear stress of diaphragms due to the actions of the subordinate phase dead load, temperature changes, shrinkage and creep of concrete and live loads
其次重點對跨徑為40m標準設計的裝配式后張預應力混凝土斜梁橋在恆載、溫度變化、混凝土收縮和徐變、活載作用下主梁的正應力、豎向變形和恆載、活載作用下主梁的剪應力進行計算分析。計算分析橫隔板在二期恆載、溫度變化、混凝土收縮、活載作用下的正應力、剪應力。分享友人