1) T-shaped section beam
T形截面梁
1.
The normal stress of ectangular section beam,I-shaped section beam and T-shaped section beam on pure bending state is that neutral axis lie at geometric center line,the normal stress is linear distribution along the height,bearing capacity of the three section beams is nearly equal.
矩形截面、工字形截面和T形截面3种梁在纯弯曲状态下的正应力,利用材料力学理论和电测法实验技术进行分析,结果表明:矩形截面、工字形截面梁的中性轴在其几何中心线上;3种截面梁横截面上的正应力沿高度都呈线性分布;3种截面梁的承载能力比较接近;在截面高度、长度、宽度和荷载一定的情况下,其中工字形梁最省料,其次是T形截面梁,耗费材料最多的是矩形梁。
2) wide flange continuous T beams
宽翼缘T形截面连续梁
3) t-shaped
T形截面
1.
Experiment and analysis of seismic behavior of short T-shaped columns with crossed reinforcing bars;
带交叉钢筋T形截面短柱抗震性能试验研究
2.
The application of MATLAB in the T-shaped Reinforced Concrete Beams Design Optimization;
MATLAB在T形截面钢筋混凝土简支梁优化设计中的应用
4) T-section
T形截面
1.
Based on the characteristics of T-section,the calculating model of the crack-resis-tant capacity of steel fiber reinforced concrete beams with T-section is established.
根据T形截面的特点,建立钢筋钢纤维混凝土T形截面梁的正截面抗裂计算模型,通过理论分析研究正截面抗裂的计算公式,并对计算公式中的钢纤维混凝土塑性影响系数进行了探讨。
6) T-shaped columns
T形截面柱
1.
This paper aims to study the stress and distorted performance of reinforced concrete shaped columns strengthened with CFRP,and discusses the quantitative relation between the component section,geometric parameter,materials strength,material usage and flange tensioned T-shaped columns,compressing and bending resistance bearing capacity.
目的研究碳纤维布(CFRP)加固钢筋混凝土异形柱的受力和变形性能,探讨构件截面几何参数、材料强度、材料用量等与翼缘受拉T形截面柱抗压弯承载力之间的定量关系。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条