framed connection meaning in English
构架结合
梁柱框架式联结
Examples
- Nonlinear finite elements analysis of modified steel frame connection
改进型高层钢框架节点非线性有限元分析 - Wall ties . methods of test for mortar joint and timber frame connections
墙腰箍.第1部分:灰缝和木构架连接的试验方法 - Standard specification for steel tapping screws for cold - formed steel framing connections
冷成形钢构架连接件用钢自攻螺钉标准规范 - In this thesis , four types of steel beam - rectangular cfst column connections , including normal welded flange plate ( wfp ) connection , bolted flange plate ( bfp ) connection , stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection , were designed based on the configuration of steel frame connection . total 8 models , 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns . the relationships between force and displacement at the end of columns , the relationships between the moment and rotation of the joints , degradations of strength and stiffness , ductility , failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented
本文借鉴钢框架节点构造，设计了四种类型矩形钢管混凝土柱与钢梁连接节点，包括常规栓焊( wfp )节点、翼缘全螺栓连接( bfp )节点、双t板连接( dst )节点以及加劲端板连接( sep )节点，进行了四类节点8个模型试件在柱端低周反复荷载作用下的抗震性能试验研究，比较了不同轴压比下节点的滞回性能、强度与刚度退化、延性、破坏机理与破坏特征，主要结论有： 1 、节点的位移滞回曲线与转角滞回曲线为块型分布，没有或略有捏拢现象，耗能能力强； 2 、轴压比对节点滞回曲线有显著影响，全部节点都有显著的刚度退化； 3 、位移与转角骨架曲线在峰值荷载后有较长的水平或下降段，具有良好的延性性能； 4 、从整体抗震性能上看，翼缘全螺栓连接节点、双t板连接与加劲端板连接节点都优于常规栓焊节点，可在实际工程中加以推广。 - There are still many problems remain to be solved in these aspects , such as research on the cladding material , lateral resistant system and steel frame connections , etc . in this paper six 1 : 2 - scale steel frame specimens and eight full - scale steel frame connection specimens are tested on their behavior under cycle loading . there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system , which is steel frame with cavity sandwich wall infill , is put forward for the first time in this paper
本文针对钢结构住宅体系中亟待解决的若干问题，完成了六榀1 : 2钢框架模型试验和八个足尺比例的梁柱连接模型在低周往复荷载作用下的试验，进行了以下几个方面的深入研究： 1本文首次提出了一种新型的空腔复合填充墙钢框架抗侧力体系。