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。
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
