1)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
英文短句/例句
1.Reinforcement is the solution for the earthquake resistance of masonry structure砌体结构抗震的出路在于发展配筋砌体
2.Experimental Research on Seismic Behavior of Reinforced N-block Masonry Shear Wall;N式砌块配筋砌体剪力墙的抗震性能试验研究
3.Analyzing the Reasons for Improving the Bearing Capacity of Reinforced Masonry Member配筋砌体构件承载力提高的原因分析
4.Experimental Research on Seismic Behavior of Reinforced N-block Masonry Shear Wall Built with Straight-lint Joint同缝砌筑的N式砌块配筋砌体剪力墙的抗震性能试验研究
5.Experimental research on out-of-plane responses of reinforced masonry structural walls配筋砌体结构墙体出平面反应试验研究
6.The Research on Seismic Design of Reinforced Concrete Masonry Building Supported by Frame-Shear Wall at Lower Stories;底部框剪配筋砌块砌体房屋抗震设计研究
7.Experimental Study of Small-sized Hollow Fly-ash Masonry Shear Walls;配筋粉煤灰砌块砌体剪力墙的试验研究
8.The Research and Design of the Reinforced Concrete Masonry Shear Wall Element CAD;配筋砌块砌体剪力墙构件CAD的研究与开发
9.Experimental Study on the Shear Resistance Performance of the Reinforced Block Short-Leg Masonry Shear Wall;配筋砌块短肢砌体剪力墙抗剪性能试验研究
10.The Experimental Study on the Capacity for Reinforced Concrete Masonry Columns Subjected to Eccentric Load;配筋砌块砌体柱偏心受压承载力的试验研究
11.The Nonlinear Analysis of Reinforced Concrete Masonry Shear Wall Structure;配筋砌块砌体剪力墙非线性有限元分析
12.Study on the CAD Program of the Grouted Reinforced Concrete Block Masonry Structure Based on ObjectARX;基于ObjectARX对象技术的配筋砌块砌体结构CAD研究
13.Research on reinforced block short-leg masonry shear wall配筋砌块短肢砌体剪力墙抗震性能试验研究
14.Research on the Structute Behavior of the Reinforced Block Short-leg Masonry Shear Wall配筋砌块砌体短肢剪力墙结构性能试验研究
15.The Research on the Basic Mechanics Performances of Masonry and Seismic Behaviors of Reinforced Concrete Masonry Shear Wall of Tall Buildings;砌体基本力学性能及高层配筋砌块砌体剪力墙抗震性能研究
16.Experimental Study on Mechanical Performance of Block Masonry with Reinforced Block under Axial Compression;砌块内配置箍筋的砌块砌体轴心受压力学性能试验研究
17.The Research on Numerical Simulation of Reinforced Concrete Masonry Walls with Block Element Method;基于块体单元法的配筋砌块墙体数值模拟研究
18.Seismic Behavior Research of Frame-Supported Reinforced Concrete Block Masonry Shear Wall Building;配筋混凝土砌块砌体框支剪力墙房屋抗震性能研究
相关短句/例句
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。
3)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。
4)reinforce concrete masonry column配筋砌块砌体柱
5)transversely reinforced masonry横配筋砌体
6)reinforced masonry column配筋砌体柱
1.Comparison between design methologies of reinforced masonry column in China and America Codes for masonry structure;中美配筋砌体柱设计方法的比较分析
延伸阅读
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。
