1) short and deep beam
短深梁
1.
Basic solutions of displacement for short and deep beam is analyzed.
分析了短深梁位移的基本解 ,评述了有限元解法中关于高次分布力简化为节点力的问题。
2) spandrel-wall girder-short column system
深梁短柱系统(挡土墙)
3) short beam
短梁
1.
Experimental research on shear of reinforced concrete short beams with web openings;
钢筋混凝土开洞短梁的受剪试验研究
2.
short beams with simple supports and continuous supports is analysed.
分析了钢筋混凝土简支短梁和连续短梁实测荷载-挠度曲线的特征,剪切斜裂缝的出现引起钢筋混凝土短梁荷载-挠度曲线的明显转折,剪切刚度和剪切变形对钢筋混凝土短梁的挠度有较大影响。
3.
short beams with simple supports and continuous short beams are analysed.
分析了钢筋混凝土简支短梁和连续短梁受力特征的异同,提出了集中荷载作用下钢筋混凝土连续短梁受剪承载力计算的组合桁架模型(combinedtrussmodel),该计算模型考虑了斜裂缝出现后混凝土应力—应变软化的特性,满足平衡方程和协调方程。
4) short beams
短梁
1.
Based on the systematic analyses of the shear behavior for reinforced concrete short beams,the calculation method for shear bearing capacity of reinforced concrete short beams is proposed.
在系统分析了以往钢筋混凝土短梁受剪性能试验研究成果的基础上 ,提出了钢筋混凝土短梁受剪承载力的计算方法 ,该方法可用于计算深梁、短梁及浅梁的受剪承载力 ,可供工程设计人员参
2.
In this paper,based on the test results of reinforced concrete deep beams,short beams and slender beams under flexture,the behavior and the ultimate moment of deep flexture members are discussed in detail.
结合我国混凝土结构设计规范修订的需要 ,根据我国深梁、短梁专题组的试验结果 ,较详细地分析了深受弯构件力臂变化的规律 ,提出了可与浅梁衔接的钢筋混凝土深受弯构件的受弯承载力计算公式 ,为我国混凝土结构设计规范的修订补充这方面的内容提供了依据 。
3.
Based on shear tests of 24 reinforced concrete short beams with web reinforcement,this thesis analyzes the effect of vertical and horiaontal web reinforcement,shear span ratio and span—depth ratio.
本文通过对24根有腹筋钢筋砼短梁的试验研究,分析了不同荷载下腹筋形式、剪跨比、跨高比对抗剪强度的影响,描述了试件的破坏形态和破坏机理。
5) deep beam
深梁
1.
Experiment research of SRC deep beam;
新型内置钢骨混凝土深梁试验研究
2.
Experimental study of flexural behavior of hybrid fiber reinforced deep beam;
混杂纤维增强混凝土深梁受弯性能试验研究
3.
Study of strut-and-tie models for simply supported deep beams subjected to point loads;
集中荷载作用下简支深梁的压拉杆模型研究
6) deep beams
深梁
1.
Reinforcement computation of strut-and-tie models for deep beams without reinforcing web;
无腹筋深梁的拉-压杆模型配筋计算
2.
The calculating method of shear capacity steel fiber reinforced concrete deep beams;
钢筋钢纤维混凝土深梁受剪承载力的试验研究
3.
The stress distribution law of thin-walled deep beams with the shear-bending coupling;
薄壁深梁弯剪耦合应力分布规律
补充资料：热深厥深
热深厥深 热深厥深 病证名。指热厥证的征象。指邪热越深入，四肢厥冷的症状越严重，皆因阳气被遏，邪气内闭所致。属真热假寒证。
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