load-deflection curve造句
例句与造句
- 3 . the test study indicates that the load - deflection curves of frp reinforced concrete beams reinforced can be divided into two linear stages through the boundary point of initial cracking
试验研究表明，纤维增强塑料筋混凝土受弯构件的荷载挠度曲线以截面初裂为界限点分为两个线形阶段。 - According to the behaviors of diagonally - loaded frames , effects of infill material property and frame stiffness on performance of infilled frames are investigated . 2 . based on result of lateral actions test , gives load - deflection curves for infilled frames
对斜向加载的墙板单元进行了试验研究，分析了填充块材料性能、框架梁柱刚度等因素对墙板单元力学性能的影响。 - Crack development and failure modes , longitudinal reinforcement strain distributions and load - deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam
通过与试验结果的对比，在开裂形态、破坏形式、纵筋应变分布及荷载位移曲线等局部与整体反应层次上，评价了扰动应力场模型模拟深受弯简支梁受力性能的适用性。 - And the calculated results closely coincide with experimental results . furthermore , the paper , through applying the improved algorithm to the load - deflection curve and secondary load , also the calculated curves closely coincided with experimental results ( showed as chart 3 . 17 - 3 . 20 )
本文还将改进的算法运用于粘贴加固受弯构件的荷载?挠度曲线和二次受力问题的计算中，得出与试验结果吻合较好的计算曲线(图3 . 17 3 . 20 ) 。 - The increment - iteration solution strategy is adopted in the nonlinear finite element analysis . arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
有限元分析中采用增量?迭代方法，结合弧长法和塑性增量可逆的假定，可以计算出完整的荷载位移曲线，并考虑弹塑性问题中可能出现的弹性卸载问题。 - It's difficult to find load-deflection curve in a sentence. 用load-deflection curve造句挺难的
- The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups , and the functional mode of wharf foundation pile under flood tide torrent , and load - deflection curve , and negative skin friction along the pile , et al . the bearing capacity and the negative skin friction of port engineering piles are analyzed , to satisfy port engineering development demand better
在港口桩基工程领域，港口工程水平承载(群)桩的工作性状以及承载力计算方法，涨潮急流等动态荷载作用条件下码头基桩的受力性状，桩的作用荷载与变位趋势关系、桩的负摩擦等问题都要求作进一步的研究。本文致力于以港口工程桩基为主要研究对象，对港口工程(群)桩基水平承载力和负摩擦力进行研究，以更好地满足港口工程建设需要。 - As numerical examples , a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered . the complete load - deflection curve is obtained and compared with the corresponding experimental results . the comparison demonstrates the validity and accuracy of the proposed method
应用编制的计算程序，首先对一配有工字型钢的矩形截面长柱进行了计算分析，获得了长柱的荷载-挠度全过程曲线，并与试验结果作了比较，验证了计算程序的正确性和有效性。 - The load - deflection curve , the load - strain curve , earth pressure and distribution of sub - grade contact pressure under concentrated load , moving load and load at the side of the coal unloading chute respectively are obtained and discussed ; the whole process from cracking to failure are studied
分别对其在集中荷载、移动荷载及堆载等作用下的侧向土压力、基底反力的分布情况以及结构构件的荷载?应变规律、荷载?挠度变化规律和结构从开裂到破坏的全过程进行了试验研究和理论分析。 - As soon as the normal section cracks , the crack firstly appears in the flexural region . at this moment , the load - deflection curve has a turning point . with the increase of the load , the rigidity of the beam decreases compared with that before cracking because of the development of cracks in flexural region , and the formation and development of diagonal cracks toward the loading point , the load - deflection curve is basically linear till the beam fails
正截面开裂前，荷载挠度曲线基本为线性，截面刚度较大；正截面开裂时，裂缝先在纯弯段出现，荷载挠度曲线出现转折点，随着荷载的增加，纯弯段正裂缝的发展以及剪跨段斜裂缝的产生并向梁的受压区加荷点发展，使梁的刚度较截面开裂前减少，荷载挠度曲线也基本为线性直到梁破坏。