1) grouted reinforced concrete block masonry
灌芯配筋砌体
1.
The axial compression load bearing capacity of the grouted reinforced concrete block masonry has been tested.
对灌芯配筋砌体墙体轴心受压进行了试验研究。
2) grouted block masonry
灌芯砌体
1.
Application of Artifical Neural Networks to Stress Behavior Trail of Grouted Block Masonry;
人工神经网络在灌芯砌体抗压性能中的应用
2.
The BP model of artificial neural network is applied for the construction model of grouted block masonry instead of traditional methods in the paper.
利用反向传播神经网络(BP神经网络)的模拟能力来代替传统的方法,建立灌芯砌体的本构模型,对比模拟结果,并与传统方法进行比较。
3) grouted masonry
灌芯砌体
1.
Experimental research on the compressive strength and elastic modulus of grouted masonry;
混凝土小砌块灌芯砌体抗压及弹性模量试验研究
2.
Based on compressive test of twenty-two grouted masonry specimens and three reinforced masonry walls, the failure characteristics, the compressive strength of grouted masonry and compressive bearing capacity of reinforced masonry walls are studied, and the calculating formula of compressive strength of grouted masonry and axial compressive bearing capacity of reinforced masonry are proposed.
通过22个混凝土小砌块灌芯砌体试件及其3个配筋砌体墙片的抗压试验,研究了作为配筋砌体结构基本性能的混凝土小砌块灌芯砌体抗压破坏特征和抗压强度,并在此基础上对配筋砌体的破坏特征和轴心抗压承载力进行了研究,分别提出了混凝土小砌块灌芯砌体抗压强度和配筋砌体墙片轴心抗压承载力计算公式,并进行了试验值和公式计算值的对比分析。
4) reinforced masonry
配筋砌体
1.
Experimental research on shear bearing behavior of reinforced masonry wall;
混凝土小砌块配筋砌体墙片抗剪性能试验研究
2.
Experimental research on compressive behavior of reinforced masonry walls;
混凝土小砌块配筋砌体墙片受压性能试验研究
3.
Experimental research on compressive behavior of grouted masonry and reinforced masonry walls;
混凝土小砌块配筋砌体抗压性能的试验研究
5) reinforced concrete masonry
配筋砌块砌体
1.
Effect on ratio of height to thickness on the reinforced concrete masonry column subjected to the eccentric load;
高厚比对配筋砌块砌体柱偏压受力性能影响试验研究
2.
This paper carried out the vertical static test for both pre-damage and post-damage by the substructure pseudo-dynamic test on the full-scale model which is a three-floor frame-supported reinforced concrete masonry short-leg shear wall structure.
为研究双洞口配筋砌块砌体框支墙梁地震前后的受力模式,在拟动力子试验前后进行了底层框架配筋砌块短肢砌体剪力墙结构三层足尺模型的竖向力静载试验。
6) reinforced block masonry
配筋砌块砌体
1.
An experimental study on the seismic behavior of a 1/4 scale reinforced block masonry shearwall building model;
配筋砌块砌体剪力墙1/4比例模型房屋抗震性能试验研究
2.
Based on the properties of reinforced block masonry,the yielding curvature and the ultimate curvature are calculated by numerical method,and the relationship between curvature ductility ratio and displacement ductility ratio is established for reinforced-block-masonry shear walls.
针对配筋砌块砌体的特点,采用数值计算的方法确定配筋砌块砌体剪力墙的屈服曲率和极限曲率,并建立剪力墙曲率延性比和位移延性比的关系。
3.
Based on the experimental research of reinforced block masonry shear wall and the nonlinear finite element method, the shear stren gth of shear wall under vertical and horizontal loads is given out.
在试验研究的基础上,利用非线性有限元方法分析了配筋砌块砌体剪力墙在水平竖向荷载作用下的抗剪承载力特性和破坏机理,研究了各种因素对配筋砌块砌体剪力墙抗剪承载力的影响,提出了配筋砌块砌体剪力墙抗剪承载力计算公式。
补充资料：异配位体配位化合物
分子式：
CAS号：
性质：又称异配位体配位化合物。中心离子同时与两种以上不同配体共存于配位内界所组成的单核或多核配位化合物。例如，三氯·氨合铂(II)酸钾和(2)铜(II)-吡啶(py)-水杨酸(sal)配位化合物。在溶液中混配配位化合物的形成是普遍现象。与单一型配位化合物比较，它加强了中心体的化学个性(如易满足高配位数、增强不稳价态稳定性、光学性质改变等)，也加强了配体的反应活性和协同萃取效应。在湿法冶金、电化学、分析化学、药物化学、环境化学、生物无机化学和材料化学等方面有着重要作用。
CAS号：
性质：又称异配位体配位化合物。中心离子同时与两种以上不同配体共存于配位内界所组成的单核或多核配位化合物。例如，三氯·氨合铂(II)酸钾和(2)铜(II)-吡啶(py)-水杨酸(sal)配位化合物。在溶液中混配配位化合物的形成是普遍现象。与单一型配位化合物比较，它加强了中心体的化学个性(如易满足高配位数、增强不稳价态稳定性、光学性质改变等)，也加强了配体的反应活性和协同萃取效应。在湿法冶金、电化学、分析化学、药物化学、环境化学、生物无机化学和材料化学等方面有着重要作用。
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