Chinese translation for "腹筋"

[ fùjīn ]
web bar
web reinforcement

Related Translations:

养筋:  nourish the muscle and tendonnourishing muscle and tendonnourishing the muscle and tendon

麻筋:  hemp cutmaggin

稳定筋:  fin

角钢筋:  angle steel bar

有效筋:  effective reinforcement

筋藏:  kinzo

筋弛:  flaccidity of tendon and muscle

波筋:  streakstriawave

甲筋:  single reinforcement

筋一:  kinichi

Example Sentences:

	1.	Analysis of shear failure characteristic of non - web bar circular reinforced concrete beam 圆形截面无腹筋梁斜截面破坏形态分析
	2.	Analysis on beams without stirrups strengthened for shearing by using carbon fiber reinforced plastic 无腹筋梁的碳纤维抗剪加固分析
	3.	Experimental research on shear strength of circular steel concrete beams without stirrups 钢筋混凝土圆形截面无腹筋梁抗剪承载力的试验研究
	4.	Based on shear transfer mechanism and carrying capacity of the cracking surface of rc members , the shear strength expression of the corroded rc structural elements without web reinforcement is obtained originally 对于锈蚀无腹筋梁,从开裂面的受力状态出发,根据开裂面的抗剪机制,分析了锈蚀无腹筋梁的抗剪强度。
	5.	Steel fiber reduces the size effect of shear resistance of reinforced concrete beams without web reinfocements . the size effect formula is proposed in this paper , it is better agreement with test data . 5 钢纤维对钢筋混凝土无腹筋梁斜截面承载力“尺寸效应”具有降低作用，本文提出了与现行规范相衔接的钢筋钢纤维混凝土腹筋梁斜截面承载力“尺寸效应”计算公式，与现有的试验资料符合良好。
	6.	In this paper , five restrained beams with web and different longitudinal reinforcement were tested under static point loads , with the shear - span ratio being kept around 1 . 5 . on this basis , the overall process of cracking development under shear and the effect of longitudinal reinforcement ratio on it was investigated 本文通过集中荷载作用下五根剪跨比为1 . 5 、不同纵筋率的有腹筋约束梁的试验，深入研究了有腹筋约束梁的受剪破坏全过程及纵筋率对其的影响。
	7.	Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g . kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory , the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced 利用g . kani提出的拱?齿理论中的无腹筋梁的拱齿破坏的分界点(也就是无腹筋粱的最小抗剪承载力点) ，再结合前述理论中所提出的梁剪压破坏和斜拉破坏的分界点，提出了梁在延性的剪压破坏范围内的最小抗剪承载力，并与混凝土结构设计规范gb50010 - 2002比较，结果吻合较好。
	8.	Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented 文摘:在对国内外钢筋混凝土梁的受剪性能进行较系统分析的基础上，补充了11根钢筋混凝土简支短梁在顶部集中荷载和均布荷载作用下的试验，试验梁的主要变化参数为剪跨比、跨高比、水平腹筋率和垂直腹筋率.根据试验结果，对试验梁的工作性能、主要的剪切破坏形态、混凝土项的抗剪作用、抗剪腹筋（包括水平腹筋、垂直腹筋）的作用等进行了较为深入的分析，提出了可适用钢筋混凝土深梁、短梁和浅梁相互协调的受剪承载力的统一计算方法
	9.	The experiments showed that the cracking process of such restrained beams in this paper can be divided into three phases , that is , formation of the fanning zones , initialization and development of splitting cracks along longitudinal reinforcement , and accelerating development of the critical crack and / or cracks ( diagonal , flexural ) . during the last two phases , it was observed that further opening of some cracks led to some 研究结果表明，钢筋混凝土有腹筋约束梁的裂缝开展过程大致可分为扇形区逐步形成、劈裂裂缝出现和发展、最终临界裂缝（斜裂缝或弯曲裂缝）加速发展至破坏等阶段。在后两个阶段中存在某些裂缝发展减弱同时某些裂缝迅速开展的“此消彼涨”的现象。
	10.	The research works and conclusions of this paper as following : 1 . besed on the test results published over the word of reinforced concrete beams without web reinforcements and with stirrups , the systematically statistical analysis is carried out to set up the fomula of shear resistance of reinforced concrete beams using the uniaxial tensile strength of concrete . it provided the basis of strtistical analysis for shear resistance of steel fiber reinforced concrete beams 根据收集到的国内外对钢筋混凝土无腹筋梁和钢筋混凝土有腹筋梁的斜截面承载力试验研究成果，进行了比较系统的综合统计分析，提出了采用混凝土轴心抗拉强度研究成果，进行了比较系统的综合统计分析，提出了采用混凝土轴心抗拉强度指标的钢筋混凝土梁斜截面承载力计算公式，为钢筋钢纤维混凝土梁受剪承载力试验结果的统计分析提供了基础。

Similar Words：

"腹节背片" Chinese translation, "腹节腹片" Chinese translation, "腹节类" Chinese translation, "腹结" Chinese translation, "腹结节" Chinese translation, "腹进气口" Chinese translation, "腹茎纲" Chinese translation, "腹颈回流试验" Chinese translation, "腹静脉" Chinese translation