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1)  tower beam joint
塔梁节点
2)  beam-column joints
梁柱节点
1.
Analysis of ratio of axial compressive force to resisting shear strength of reinforced concrete beam-column joints;
轴压比对梁柱节点抗剪强度影响的分析
2.
Research into fracture of steel frame beam-column joints;
钢框架梁柱节点断裂研究
3.
The influence factor to the ultimate bearing capacity of concrete beam-column joints with placed ducts under axes-pressure;
轴心受压状态下有孔道混凝土梁柱节点的承载力的影响因素
3)  beam-column connection
梁柱节点
1.
The seismic resistant design method of reinforced concrete beam-column connections based on compression strut and softened truss models;
基于压杆和软化桁架模型的钢砼梁柱节点抗震设计方法
2.
Therefore, the study on the behavior of the beam-column connections to improve ductility as well as to prevent brittle failure was carried out in this research.
钢框架梁柱节点的连接性能研究引起国内外的广泛关注,尤其是通过改善节点的变形性能从而提高结构的延性已成为钢结构研究的焦点。
3.
Three-dimensional finite element method was employed toinvestigate the effect of the strength mismatching of the groove heamflange welds on the fracture toughness requirements in terms of crack tipopening displacement in welded beam-column connections, which pro-vides valuable suggestions for the design of beam-column connections andselecting welding materials.
通过三维弹塑性有限元分析 ,采用裂纹张开位移CTOD作为断裂韧度参量 ,研究了梁柱节点梁翼缘焊缝强度匹配对其断裂韧度要求的影响 ,从而为梁柱节点的设计以及焊接材料的选择提供一定的依据。
4)  beam-column joint
梁柱节点
1.
Load capacity and stiffness of beam-column joint strengthened by plate rings with irregularly arranged double level beams;
双层不规则布置梁加强环式梁柱节点承载力及刚度
2.
Studies on shear performance of reinforced concrete beam-column joint strengthened by a new method with two-dimensional finite element analysis;
节点加强后钢筋混凝土梁柱节点剪切性能的二维有限元分析
3.
Studies on failure mechanism of reinforced concrete beam-column joints using three-dimensional finite element method;
应用三维有限元法探讨RC梁柱节点的破坏机理
5)  ring beam joint
环梁节点
1.
In this paper,through direct shear tests on 3 steel tube confined concrete column ring beam joints with shear ring,the ultimate capacity,the mechanical mechanism,the sliding of ring beam relative to steel tube and the ultimate failure mode of ring beam were analyzed.
通过3个带抗剪环的钢管混凝土柱环梁节点单调直剪试验,对设置抗剪环环梁的极限直剪承载能力、环梁的宏观受力表现、受力过程中环梁相对钢管的滑移以及环梁的最终破坏形态等进行了分析研究。
2.
In this article,authors introduce a new steel pipe concrete ring beam joint,and compare its advantages and disadvantages with those of joints listed in current steel pipe column standard,and state some aspects of this joint such as structures,construction methods and its project application situation.
介绍一种新型钢管混凝土环梁节点 ,将这种节点与现行钢管柱规程中节点进行优缺点比较 ,并介绍了这种节点的各种构造与施工方法及工程应用情况。
3.
The joint,called ring beam joint,has been used in the project of Cui?hu Villa in Guangzhou.
广州市翠湖山庄工程采用了新型钢管混凝土环梁节点 ,并进行了足尺构件静载试验。
6)  Beam-to-column connection
梁柱节点
1.
The strength influence of concrete slab on the performance of beam-to-column connection in steel frame structure;
混凝土强度对钢框架梁柱节点承载性能的影响
2.
Seismic behavior and design method of beam-to-column connections with beam-end horizontal haunches
梁端翼缘扩大型梁柱节点抗震性能和设计方法
3.
A new type of beam-to-column connection,opening on beam web(OBW) connection,is introduced in this paper.
介绍了梁腹板开孔型钢框架梁柱节点,以及12个足尺试件的拟静力破坏试验的试验结果。
补充资料:安梁堡梁氏大宅

安梁堡梁氏大宅位于广东省高州市曹江镇安梁堡村。距离高州市中心约13公里,是典型的中西艺术交融,富有时代代表性的民国民居建筑。大宅是当地著名乡坤梁普埙、梁普篪兄弟的旧居,建成于1947年,占地面积达一万一千多平方米,建筑面积达四千多平方米。主体建筑分为东、西两宅,分别由前楼、后楼和侧楼组成,前楼一层,后楼三层,侧楼二层,前后楼之间有天井,并通过多条走廊相互贯通,连为一体。在功能分布上,后楼是主楼,是梁府家庭成员的生活起居住宅,前楼是雇工住宅和生活服务区,侧偻用于储存食物和物品。大宅还配套有花园、水井、池塘、厕所、猪舍、牛栏、码头等设施。大宅整体是中国传统的楼阁式,同时配合了西式的走廊和装饰。大宅的排水系统也别具一格,落到大宅的雨水通过管道进入天井中的大水池,水池水满后才往外排泄,因此,水池常年储满水,可备发生火灾时使用。大宅主体建筑对外的墙体上,每间隔一定的距离,就开有射击孔和瞭望窗,和大宅四周的围墙、护卫角楼组成了坚固的防御系统,从而使大宅成为一座集防卫、住宅、贮藏于一体等综合使用功能的建筑。

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