Applicable range of plane-section assumption in analysis of L-shaped RC columns;
钢筋混凝土L形柱分析时平截面假定的适用范围
According to the plane-section assumption,the shear strength provided by compression stresses in the concrete of concrete girders at ultimate stage can be calculated.
基于平截面假定,可以计算得到混凝土梁抗剪承载力中混凝土承担的剪力部分。
The plane-section assumption and the grouting effect of AFRP tendons were investigated.
进行了7根配置芳纶纤维(AFRP)筋或钢绞线的有粘结简支梁受弯承载能力试验,分析了构件的开裂荷载与极限承载能力,考察了平截面假定及AFRP筋灌浆效果。
Analysis on Assumption of Plane Section of the Tshaped Short-piered Shear Wall;
T型短肢剪力墙平截面假定的分析
Following the process of construction,considering the worst loads,according to the assumption of plane section,the steel girder alone and the composite girder are computed respectively.
按照实际施工过程,考虑最不利计算荷载,根据平截面假定,分别对钢梁单独受力和钢-混凝土组合梁两种工况进行计算。
The assumption of plane section of reinforced concrete wide flange T-special shaped section columns has been validated by analysis of strain of sections.
按不同肢厚比设计了3组计算模型,应用ADINA有限元软件分析宽肢T形截面柱在单调荷载作用下的非线性特性,分析了轴压比、水平力作用方向对其承载能力的影响,并通过对柱底部钢筋与混凝土单元的应力、应变随荷载增加而变化的情况的分析,验证了宽肢异形柱对平截面假定的适用性。
Based on axial and eccentric compressive tests of six experimental model walls that may be used in the middle-high reinforced masonry building,the compressive behavior and capacity of the reinforced masonry are obtained,the plane cross-section assumption is verified,and the load-bearing capacity formula of the reinforced masonry is brought forward.
本文针对中高层配筋砌体房屋可能需要的材料性能情况,进行了6片混凝土小砌块配筋砌体墙片的受压性能试验,研究了该类配筋砌体墙片在轴心、小偏心荷载作用下的破坏特征,对平截面假定从现象上作了一定的分析验证,进行了配筋砌体的受压承载力计算并与实验结果进行了对比分析。
It was found that load-middle span deflection curve could be defined as following stages: elastic stage,elasto-plastic stage and hardening stage;the circumferential strain does not distribute uniformly; longitudinal strain distribution obeys the plane cross-section assumption from 0 load till about 70 percent the ultimate load of bearing capacity.
7Pu基本符合平截面假定;同一点的环向应变与纵向应变符号相反。
The computation of stress resulted by external load is relatively complex because the deformation of unbonded prestressed strand cannot comply with the plane section assumption.
无粘结筋的变形不符合平截面变形假定,因此由外荷载引起的应力计算比较复杂。
QUASI PLANE ASSUMPTION AND ITS APPLICATION IN STEEL-CONCRETE COMPOSITE BOX GIRDERS WITH CORRUGATED STEEL WEBS
波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究
Research on In-plane Ultimate Bearing Strength of Tapered Column;
楔形变截面柱平面内稳定承载力研究
Effects of different resection levels on biomechanics after modular hemipelvic endoprosthesis reconstruction:Finite element analysis
有限元方法分析不同截骨平面对组配式半骨盆假体固定效果的影响
In Eq. (53)it is assumed that there is no restraint to the free warping of the cross sections.
在式（53）中，可假定对截面的自由翘曲没有阻碍。
Out-of-plane Stability Analysis of Tapered I-sectioned Beam-columns with Slender Web;
楔形宽薄腹工形截面压弯构件平面外稳定分析
Finite Element Analysis on the Stability in Plane of Tapered Portal Frame;
变截面门式刚架平面内稳定的有限元分析
Plans, elevations and sections
平面图、正面图及截面图
The rigid arm CC is simply a statement that the "plane sections" hypothesis may be applied to the shear wall.
刚臂CC只是说明了在剪力墙中可以应用“平截面”假设。
On the Adiabatic Steady Flowing of Fluid in the Varying Cross - Section Horizontal Tube;
变截面水平管中流体绝热稳定流动讨论
The Applied Anatomy Research of LeFort I Osteotomy Reference Plane
Le FortⅠ型截骨术定位平面的应用解剖学研究
mean dynamic pressure in a cross-section
横截面内的平均动压
To replace(the edge of a crystal) with a plane face.
把晶体的棱截成平面
The equilibrium and stability of an elastic rod with circular cross section under the constraint of a cylinder is discussed.
讨论受圆柱面约束的圆截面弹性杆的平衡与稳定性。
The In-plane Stability of Tapered I-section Beam-Columns with Slender Web;
楔形宽薄腹工形截面压弯构件的平面内稳定性分析
Study on the Stability in Plane of Portal Frame with Rotational Restriction of Simple Column Base;
简易柱脚转动约束对变截面门式刚架平面内稳定承载力影响研究
Stress Analysis and In-plane Inelastic Stability of Tapered Members;
变截面构件的应力分析和平面内弹塑性稳定研究
On Pinching Theorem of Sectional Curvature on a Hypersurface with Constant Mean Curvature in Locally Symmetric Quasi-constant Curvature Space;
局部对称拟常黎曼流形中常平均曲率超曲面的截面曲率的Pinching定理
On Pinching Theorem of Sectional Curvature on a Hypersurface with Constant Mean Curvature in a Locally-Symmetric Space;
关于局部对称空间中常平均曲率超曲面的截面曲率的Pinching定理