inclined section中文是什么意思

• 斜截面

• "inclined"中文翻译    adj. 1.倾斜的；成斜坡的；【数学】与线或平面成角的 ...
• "section"中文翻译    n. 1. (外科、解剖的)切断；切割；切开。 2.【外 ...
• "be inclined to" 中文翻译 :    倾向于..., 有...的趋势; 倾向于…；想要
• "inclined" 中文翻译 :    adj. 1.倾斜的；成斜坡的；【数学】与线或平面成角的。 2.倾向于…的〔同不定式连用〕。
• "inclined to" 中文翻译 :    想…的; 欲…的
• "to be inclined to" 中文翻译 :    倾向于这样看
• "inclined drifts; inclined roadways" 中文翻译 :    斜巷
• "backward inclined" 中文翻译 :    后倾式
• "be inclined to ( v-to )" 中文翻译 :    倾向于(干)
• "be inclined to do" 中文翻译 :    喜欢做
• "feel inclined for" 中文翻译 :    想要..
• "inclined (l04)" 中文翻译 :    欲…的
• "inclined adit" 中文翻译 :    斜硐
• "inclined angle" 中文翻译 :    倾斜的角度; 倾斜角
• "inclined ante" 中文翻译 :    斜天线
• "inclined antenna" 中文翻译 :    斜天线
• "inclined anticline" 中文翻译 :    倾斜背斜
• "inclined apron" 中文翻译 :    斜认坦
• "inclined arch" 中文翻译 :    倾斜拱; 斜拱
• "inclined armor" 中文翻译 :    斜置装甲板
• "inclined attachment" 中文翻译 :    斜接合
• "inclined axis" 中文翻译 :    倾斜轴心
• "inclined balance" 中文翻译 :    扇形秤
• "inclined bar" 中文翻译 :    斜杆
• "inclined bearing" 中文翻译 :    (倾)斜轴承,斜支承; 斜轴承

• Calculation of ultimate bearing capacity for inclined section of concrete composite beam with two - stage uniformly distributed load
  二次受力钢纤维混凝土迭合梁斜截面承载力计算
• It is identical between the effects of steel fiber on shear resistance of concrete at inclined section of beams and on tensile strength of concrete . 4
  钢纤维对梁斜截面上混凝土受剪承载力的增强作用与钢纤维对混凝土抗拉强度的增强作用之间存在良好的一致性。
• The objective function is the cost of anti - slide pile " s per meter ; the constraint conditions are the strength of anti - slide pile " s normal section and inclined section , the ratio of reinforcing design and the size of section in the design code ; the design variables are the height of section , the area of reinforcement and the amount of hoop . and the optimization model is solved by 0 . 618 method
  本文提出的优化设计方法，以桩单位长度的总造价为目标函数，以规范对单筋梁的正、斜截面强度，配筋率及截面尺寸等要求为约束条件，以桩截面高度，抗弯纵筋面积，抗剪箍筋数量等为设计变量，来建立优化模型，并用0 . 618法进行求解。
• From the analysis , some suggestion about joint rigidity design is put forward : 1 . joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2 . the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3 . withm the permissive construction condition , exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4 . when the rate of joint rigidity to beam rigidity , that is called , is less than 0 . 1 , the joints can be regarded as zero - rigidity joints ; on the other hand , if is more than 26 , it is rigid connection joints
  采用斜截面梁并在梁柱交接处局部加腋能明显提高节点刚度和梁的抗弯能力； 3在允许的施工条件下，应优先采用外伸式端板斜放节点，有利于提高节点刚度，进而提高节点的抗弯能力； 4节点刚度与其连接构件的刚度比值0 . 1时，可按铰接节点设计； 26时，可按刚接节点设计。
• Based on the tests , the advised formula of normal section bearing capacity and inclined section bearing capacity of high strengthen concrete frame columns are put forward , and the limit of axial compressive ratio and the minimum stirrup ratio in the encrypted region which meet ductility requirement to c60 concrete frame columns are given
  在试验研究的基础上，提出高强混凝土框架柱正截面和斜截面承载力计算的建议公式，且给出了满足延性要求的c60混凝土框架柱轴压比限值和箍筋加密区箍筋的最小体积配箍率。
• Fabrication of the box beam is divided into such parts as reinforcement , formwork , concreting , prestressing , moving and storing of beam , pipe grouting under pressure , end sealing of the beam , water - proof layer on the bridge surface system , protective coating etc . the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects , such technologies as : manufacturing and fixing of reinforcement , steel reinforcement fixing baseplate , web plate and top plate respectively and lifting the steel skeleton into form , requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork , optimization of concrete ratio , concrete pouring process of two ends of beam in priority over the middle , in sequence of first baseplate followed by web plate and top plate at last , concrete pouring in inclined section and in horizontal layer , concrete vibration mainly by external vibrator in assistance with internal vibrator , methods and regulation for steam curing of concrete , dual controls over stress and strain to ensure quality of prestressing workmanship , construction method of effective beam moving by heavy - weight special moving facility , some regulations and key notes about construction of grouting under pressure , beam ends sealing , water - proof layer on the bridge surface system , protective coating
  箱梁制造由钢筋工程、模板工程、混凝土工程、预应力工程、移存梁工程、孔道压浆工程、梁体封端工程、桥面防水层和保护层工程等施工环节组成。文中介绍的采用胎具制作和绑扎钢筋，分底腹板和顶板分别绑扎并吊装钢筋骨架入模；拆装式和液压式两种模板的设计、制作要求和使用方法；综合考虑、优化混凝土配合比，混凝土灌注从两端至中间、先底板、后腹板、再顶板的施工顺序和斜向分段、腹板水平分层、附着式振捣为主、插入式捣固为辅的施工工艺，蒸汽养护的方法和规定；应力应变双控制确保预应力施工质量的施工技术；采用重物移运器有效移梁的施工方法；压浆、封端、桥面防水层和保护层施工的一些规定和注意事项等都是对箱梁制造行之有效的施工技术和施工方法，并可为以后类似施工作借鉴。