1) frame corner joint
框架角节点
1.
Experimental study on shear resistant capacity of reinforced concrete frame corner joints;
钢筋混凝土框架角节点抗剪强度试验研究
2.
The effects of failure mode, stress characteristics, deformation performance and hysteretic energy on seismic behavior of frame corner joint were investigated by comparing the experiment results fore and after strengthening.
通过对比试件节点区梁端加固前后的试验结果,分析研究构件的失效模式、受力特征、变形性能、滞回耗能等对框架角节点抗震性能的影响,从而得出节点区梁端经过加固设计,解决了旧规范因没有箍筋加密造成的构件发生剪切破坏的问题,满足现行规范关于“强剪弱弯”的设计原则,改善了延性、耗能能力,提高了框架角节点抗震设防等级,实现了抗震加固的目的。
2) frame joint
框架节点
1.
Experimental study on ductility of steel fiber reinforced high-strength concrete frame joints;
钢纤维高强混凝土框架节点延性试验研究
2.
Studies on restoring force model of frame joint in steel high strength concrete;
钢骨高强混凝土框架节点恢复力模型的研究
3.
Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints;
钢纤维混凝土框架节点抗震性能试验研究
3) frame joints
框架节点
1.
Experimental research on seismic behavior of steel reinforced high strength and high performance concrete frame joints;
型钢高强高性能混凝土框架节点抗震性能试验研究
2.
Research on influence factors of anti-shear strength of R.C.frame joints;
R.C.框架节点抗剪强度影响因素研究综述
3.
Quasi-static experimental study on frame joints with partially prestressed concrete flat beam;
部分预应力混凝土扁梁框架节点的拟静力试验研究
4) frame node
框架节点
1.
On the measure to strengthen the reinforced concrete frame node;
浅谈增强钢筋混凝土框架节点的措施
2.
Study on anti-shake capability of concrete frame nodes;
混凝土框架节点抗震性能研究综述
3.
A simp lified design method for ascer taining the miniam anchoring length of the beam s lower longithdinal reinforaing steel bars in the reinforced concrete frame nodeas of multistory building under earthqnake loads is presented in this paper,and the method was need in a project and good effect was got.
本文提出了多层房屋在地震力作用下钢筋砼框架节点梁下纵筋最小锚固长度取值的折减设计方法 。
5) beam-column joints
框架节点
1.
The behavior of the RC frame beam-column joints strengthened with FRP is studied in the paper.
采用有限元方法对纤维增强复合材料(FRP)布加固框架节点进行数值模拟,提出一种能够有效地提高框架节点性能的加固方法,通过节点处梁柱受拉面上FRP布粘贴长度、FRP布弹性模量、FRP布粘贴层数的分析,得出一些规律性的认识。
2.
It is popular for reinforced concrete structures with high-strength concrete column and lower strength concrete beam, so design procedures of beam-column joints with lower strength concrete is urged intensively for these structures by the engineers.
本文对按梁浇注的钢筋混凝土框架节点的抗震性能进行了研究，通过与传统框架节点的对比分析，研究了构件的失效模式、受力特征、变形性能、滞回耗能性能、梁筋粘结性能和滑动特征等。
6) beam column joints
框架节点
1.
In this paper, the analysis of HRC beam column joints under monotonic loading is studied.
论述了单调荷载下高强钢筋混凝土框架节点的非线性受力性能。
2.
A two dimensional finite element program has been developed for analyzing HRC beam column joints under monotonic lo.
论述了单调荷载下分析、计算钢筋高强混凝土框架节点的非线性有限元方法 。
补充资料：定风波 商角调 商角调 西江客舍
【诗文】：
恨行云、特地高寒，牢笼好梦不定。婉娩年华，凄凉客况，泥酒浑成病。画阑深，碧窗静。一树瑶花可怜影。低映。怕月明照见，青禽相并。素衾自冷。又寒香、枕上薰愁醒。甚银床霜冻，山童未起，谁汲墙阴井。玉笙残，锦书迥。应是多情道薄＊。争肯。便等闲孤负，西湖春兴。
【注释】：
【出处】：
恨行云、特地高寒，牢笼好梦不定。婉娩年华，凄凉客况，泥酒浑成病。画阑深，碧窗静。一树瑶花可怜影。低映。怕月明照见，青禽相并。素衾自冷。又寒香、枕上薰愁醒。甚银床霜冻，山童未起，谁汲墙阴井。玉笙残，锦书迥。应是多情道薄＊。争肯。便等闲孤负，西湖春兴。
【注释】：
【出处】：
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