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支梁
相关语句
  supported beam
    The Post—yielding Properties of Simply Supported Beam in Consideration of the Strain—hardening Effect
    考虑应变硬化效应的简支梁后屈服性质
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    Computing methods and model study of the lateral seismic loading of simple supported beam bridge
    简支梁桥横向地震力计算方法及模型研究
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    Investigation on Shear Strength of the Oblique Section of Concrete Simply Supported Beam
    混凝土简支梁斜截面抗剪强度统一表达式的研究
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    Reformation of teaching method on absolute maximum bending moment of simply supported beam
    简支梁绝对最大弯矩计算方法的教学改革
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    Fire Reaction of Simple Supported Beam and Residual Bearing Capacity Test of Beam and Slab after Fire
    简支梁火灾反应及梁、板灾后剩余承载力的试验
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  supported beams
    Shear Strength Analysis of Reinforced Concrete Simply Supported Beams with Consideration of Shear-Span Ratio
    钢筋混凝土简支梁考虑剪跨比的抗剪强度计算
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    AN APPROXIMATE METHOD OF CRACK LOCATION IDENTIFICATION FOR SIMPLY SUPPORTED BEAMS
    简支梁裂纹位置识别的一种简单方法
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    Model Tests of Enternal Prestressed Simple Supported Beams
    体外预应力简支梁模型试验
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    Experimental study of self-repairing concrete simply supported beams
    自修复智能混凝土简支梁试验研究
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    Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Simply Supported Beams with Web Reinforcement When Shear-Span Ratio is 1.5
    纵筋率对剪跨比为1.5的有腹筋简支梁受剪性能的影响
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  support beam
    Stress analysis to external prestressed concrete simple support beam
    体外预应力混凝土简支梁的应力分析
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    Experimental Study on Bearing Capacity and Reliability Analysis of Reinforced Concrete Simple Support Beam after Fire Damage
    火灾作用后RC简支梁抗弯承载力试验研究和可靠度分析
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    Research of SRAP Technology Reinforced Concrete Simple Support Beam
    SRAP技术加固钢筋混凝土简支梁的研究
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    It includes the single site damage detection of continuous beam, simple support beam, fixed end beam, overhanging beam, truss, and the multipoint damage detection of simple support beam.
    本文采用了连续梁、简支梁、固端梁、悬臂梁、桁架等的单点损伤识别,简支梁的多点损伤识别。
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    An approximate calculation method considering bend and torsion combination strength of pin-connected steel beam is introduced in this paper, Taking“64 type beam” assembled simple support beam as an example, the relational curve of carrying capacity and span is given.
    本文给出了销接钢梁考虑弯扭组合强度的一种近似计算方法 ,并以六四式梁拼组简支梁为例 ,给出了梁承载力与跨度关系曲线
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  “支梁”译为未确定词的双语例句
    Calculation for Shear Strength of Simpty Supported Reinforced Concrete Beams with Rectangular Section by Plastic Theory
    按塑性理论计算矩形截面钢筋混凝土简支梁的抗剪强度
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    Discussion on the Calculation of Simple Beams in Some Finite Element Method Books
    评一些有限元著作中的简支梁计算
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    THE FRP HIGHWAY FREEBEAM BRIDGE (Ⅰ)——THE STUDY ON THE 1/4 MODEL BEAM
    玻璃钢公路简支梁桥试验研究(Ⅰ)——1/4模型梁的试验研究
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    Optimal Design of a Simply Supported and Reinforced Concrete Beam with Rectangular Section According to Reliability Codes
    矩形截面钢筋混凝土简支梁的可靠性优化设计
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    The following paper introduces the types,basic characteristics and nominal yield stress of FRP tendon,carries out non-linear finite element analysis of pre-stressed AFRP concrete simple-supported beam by using ADINA software and through concrete practical examples,and proposes relevant suggestions for its design and application.
    介绍了FRP筋的种类、基本性质及其名义屈服应力,并通过具体实例,运用ADINA软件对预应力AFRP混凝土简支梁进行了非线性有限元分析,并给出了有关的设计和应用建议。
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  supported beam
A simply-supported beam with exponentially varying material properties is considered to validate the present method.
      
The method is demonstrated by applying it to a simply supported beam and a plate.
      
Dynamic analysis of the viscoelastic simple supported beam has been made in accordance with the relationship between stress and strain expressed by the simplest Voigt mechanical model, from which several analytic expressions have been obtained.
      
On the basis of the medical and mechanical analysis and explanations in this paper the visco-elastic simply supported beam model is proposed to treat the displacement wave of the blood vessels.
      
These problems are cantilever beam with cross force and point charge at free end, cantilever beam and simply-supported beam subjected to uniform loads on the upper and lower surfaces, and cantilever beam subjected to linear electrical potential.
      
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  supported beams
Simply supported beams under monotonically increasing symmetrical loads are considered exclusively.
      
Elasticity solution of clamped-simply supported beams with variable thickness
      
In the present paper the optimization problem of dynamically loaded simply supported beams is handled.
      
Straight elastically supported beams of variable width under the action of a periodic axial force are considered.
      
This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with finite deflections by considering both bending moments and axial forces.
      
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  support beam
The high thermal impedance of a support beam is achieved through self-heating: an electronic control monitors the temperature drop and heats up the beam to reduce the heat flow.
      
Aluminum is used to minimize weight at the center of the support beam span.
      
It was shown that it is possible to monitor for cracking in the transmission support beam using embedded guided wave comb transducers.
      
Line up the hole in the support beam with the hole in the welded support on the base of the trailer and install the retaining pin.
      
The actuator support beam mass was modeled as a lineal mass distributed along the length of the beam clement.
      
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In the mechanics of materials, the additional bending normal stresses △σxbmax which are produced by transverse forces would always have been con -sidered to be very small and neglected. In this paper we had analyzed the effect of transverse forces on the bending normal stresses by means of several methods. From these analyzed results it had been shown that the stresses △σxbmax are not always very small, they might be neglected for some beams, whereas for some others did not.From some analyzed examples for cantilevers...

In the mechanics of materials, the additional bending normal stresses △σxbmax which are produced by transverse forces would always have been con -sidered to be very small and neglected. In this paper we had analyzed the effect of transverse forces on the bending normal stresses by means of several methods. From these analyzed results it had been shown that the stresses △σxbmax are not always very small, they might be neglected for some beams, whereas for some others did not.From some analyzed examples for cantilevers and simple beams it would be found that whether we can neglect the additional Stresses △σxbmax depend upon whether or not the stresses satisfy the conditions for which the numerical values of ratio λ=△σxbmax/σxbmax is very small.

材料力学里梁的基本弯曲理论总是认为横向力引起的附加弯曲法应力是微小的,总是可以忽略的。本文用简易分析法和准确分析法等多种方法分析了横向力对于梁的弯曲法向应力的影响。分析结果表明,由梁的剪力和横向应力(挤压)所引起的附加弯曲法向应力Δσ_(xbmax)对于某些梁可以忽略,而对于另外一些梁却相当大而不可忽略。 从若干悬臂梁和双支梁实例数字分析结果看出,忽略横向力对于弯曲法应力的影响是有条件的。

Combining with engineering examples of designing high rise building with large space framed shear wall structure as its lower part, the author advances some views and suggestions on how to control shearing rigidity ratio and on finite element analysis which should be conducted before section design during designing framed beams, framed columns and walls of three floors above framed beams.

提出高层建筑底部大空间框支剪力墙结构设计的剪切刚度比控制问题.对框支梁、框支柱及框支梁以上3层的墙体设计,应在有限元分析后再进行断面设计等方面作了阐述.

Based on the mi nimum principle of acceleration fo r the elastic plastic continua in finite deformation, the dynamic re sponse of an elastic perfectly pla stic simply supported beam subject ed to rectangular impulse load is studied with the help of a numeric al approach. The calculated result s once again show the anomalous be havior of the beam during its resp onse process. By carefully analyzi ng the instantaneous distribution of the bending...

Based on the mi nimum principle of acceleration fo r the elastic plastic continua in finite deformation, the dynamic re sponse of an elastic perfectly pla stic simply supported beam subject ed to rectangular impulse load is studied with the help of a numeric al approach. The calculated result s once again show the anomalous be havior of the beam during its resp onse process. By carefully analyzi ng the instantaneous distribution of the bending moment, the membran e force, the curvature and displac ement during the response process, it is concluded that the interactive effect between the geo metry and material nonlinearities of th structure is the key reason of leading to the anomalous behavi or. This will be helpful for clear ing up some misunderstandings in e xplaining the problem before.

以LeeLHN的有限变形弹塑性连续体的最小加速度原理为基础,对理想弹塑性材料的两端铰支梁受矩形脉冲载荷作用时的动力行为进行了数值计算和分析,结果得到了梁的动力响应的异常现象,通过详细分析整个响应过程各个阶段梁的轴力、弯矩、曲率及纵、横向位移的分布和变化规律,从而澄清了人们对异常行为所做的物理解释的一些问题,并指出它是几何与材料两种非线性相互作用的结果

 
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