beam n. 1.梁,栋梁,桁条;(船的)横梁。 2.船幅;(动物、人的)体幅。 3.(秤)杆,杠杆,(织机的)卷轴,经轴;(鹿角的)主干;车辕;犁柄;锄把。 4.(光线的)束,道,柱;【物理学】波束,射束。 5.(笑容、表情等的)焕现。 6.【无线电】有效播听范围。 7.【航空】信号电波,指向电波。 a beam of light 一束光线。 the common beam 标准秤;准则。 beam and scales 天平。 a beam of delight 高兴的表情,笑逐颜开。 an erector beam 【火箭】(发射时调整导弹位置的)千斤顶。 radio beam 无线电领航信号。 a landing beam 【航空】降落指示波。 abaft the beam = before the beam. a beam in one's eye 自己本身的大缺点〔与他人目中之刺相比,自己眼中有梁,源出《圣经》马太福音〕。 before the beam 【航海】正横前。 broad in the beam 〔口语〕臀部阔大。 fly the beam 【航空】按指向电波飞行。 fly the wet beam 【航空】顺着河流飞行。 kick [strike] the beam 1. (秤一方)翘起;过轻,不足抗衡,无足轻重。 2. 输,遭受失败。 off the beam 脱离航向,不顺利;不对头;做错。 on the beam 1. 【航海】与龙骨垂直地,正横地。 2. 在航向上;对头,做对。 on the port [larboard] beam 【航海】左舷正横前。 on the starboard beam 【航海】右舷正横前。 on the weather beam 【航海】迎着正横风。 ride the beam = fly the beam. vi. 1.辐射,发光,闪光。 2.微笑,眉开眼笑。 vt. 1.发射(光线、电波)。 2.向…放[播]送。 3.(用雷达)探测。 4.(用波束)导航(飞机等)。 beam the program at America 向美国播送节目。 the sun beaming overhead 红日当头照。 beam upon 看着…微笑。 beam with joy 眉飞色舞,笑逐颜开。
The beam bears the whole weight of the upper floor 这根横梁支撑着上一层的全部重量。
Obtaining a high quality beam bears on many factors at the exit of a high energy electron linear accelerator ( linac ) , beam orbit effect is one of the most important factors 电子直线加速器末端良好束流品质的获得和很多因素有关,束流轨道的影响是其中重要因素之一。
Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed 文摘:在较小截面内单根排列钢筋比较困难,国外规范大都采用并筋解决,但对并筋后对承载力的影响未作明确规定,我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验,分析并筋对梁的受弯承载力的影响,试验采用三分点加载,结果表明,与对照梁相比,并筋梁的受弯承载力有所降低,降幅在10 % 15 %之间,通过统计分析,给出了并筋梁受弯承载力的建议公式,并对建议公式进行了可靠度分析
In this paper we study the transverse stiffeners of the thinned - web beam bearing several concentrated longitudinal strain actions . thinking of using post - buckling strength of web plate , we study some facts about tran sverse stiffeners including strain ability , condition of breaking , calculation of strength and stabilization of the stiffener bearing regional load action 本文对受多个集中荷载作用的薄腹板梁的横向加劲肋进行了研究,分析了利用腹板屈曲后强度时,横向加劲肋的受力状态、破坏机理,以及加劲肋局部承压的强度计算公式和稳定计算方法。
It is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed 在较小截面内单根排列钢筋比较困难,国外规范大都采用并筋解决,但对并筋后对承载力的影响未作明确规定,我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验,分析并筋对梁的受弯承载力的影响,试验采用三分点加载,结果表明,与对照梁相比,并筋梁的受弯承载力有所降低,降幅在10 % 15 %之间,通过统计分析,给出了并筋梁受弯承载力的建议公式,并对建议公式进行了可靠度分析