The curved corridor has the structure function of old architecture, the steel structure beam column replaces the decayed wood in the old building, and makes the new and old grow together.
尚层装饰发现曲廊同时具有旧建筑的结构作用，廊的钢结构梁柱替换了局部旧建筑中腐朽的木材，使新与旧“长”在了一起。
The general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
介绍框架-剪力墙结构设计中的一般原则、楼面体系的选用、框架梁柱布置等问题。
The ancestral hall of the Ming Dynasty interior beam column construction practice is very obvious, and the wood basically kept intact;
宗祠内部明代的柱梁结构建筑做法十分明显，而且木构件保存基本完整；
The theory of reinforced concrete membrane elements was used to develop a theoretical method for analyzing the behavior of beam column core regions.
用钢筋混凝土薄膜元理论 ，建立了节点区受力分析的理论方法 ；
The convolution type functional was offered for the bending of viscoelastic beam column with damage and the generalized variational principle of viscoelastic beam column with damage was presented.
提出了以卷积形式表示的梁-柱弯曲问题的泛函，并给出了损伤粘弹性梁-柱的广义变分原理。
Design thought and method of underpinning beam, column, foundation and relative joint construction in remodeling office building for Committee of Family Planning in Harbin are introduced.
提出了哈尔滨市计生委办公楼结构改造所需的托换梁、托换柱、托换基础及相关连接构造的设计思路和方法。
Based on the analysis of different calculation methods to heavy vehicle loads, this paper presents different determining methods of load in the design of slab, beam, column and foundation.
通过对确定大型车辆荷载的各种计算方法的分析比较，提出了在板、梁、柱及基础设计时大型车辆荷载的取值可分别采用的不同方法。
Based on design criterion and construction practice, the paper presented the method to treat beam - column node concrete with different strength grade in course of design and construction.
在设计规范与工程实践的基础上，着重论述了梁柱节点不同混凝土强度等级在设计和施工中的处理方法。
Fiber model beam-column elements are presently one of the most practical and efficient element models handling biaxial bending and variable axial force coupling problems of frame structures.
纤维模型梁柱单元是目前处理空间杆系双向弯曲与变轴力耦合问题最为实用有效的单元分析模型。
The ultimate bending strength of rigid beam-column connections is a key point ensuring structural safety of earthquake-resistant frames under major earthquakes.
梁柱刚性连接的极限承载力是保证强震下抗震钢框架安全性的关键要素之一。
With the increase in use of mega-frame structures, the main frame beam-column reasonable arrangement becomes the key problem of a design.
随着巨型框架结构应用的日益增多，主框架梁柱的合理布置成为巨型框架设计的关键问题。
In this paper, based on beam-column element and single slice wall, a tube wall element is proposed, and is applied to push-over analysis for tall concrete structures.
本文在梁柱单元、单片墙单元的基础上提出了一种筒体墙单元，并将此单元应用于高层混凝土结构推覆分析中。
In this research, it had proved that the stirrup used in beam-column joints can be replaced with corner tie. It is obvious that the ability of resisting rebar buckled by corner tie was pretty good.
本研究中探讨于梁柱接头中使用角隅系筋代替箍筋之可行性，经由试验证明，角隅系筋对于抑制柱主筋挫屈有良好的功效。
It is an important content of seismic design for steel structures to improve the performance resisting to earthquake of beam-column welded connections.
提高梁柱焊接节点的抗震性能是钢结构抗震设计的重要内容之一。
A construction method of concrete beam-column nodes relates to the building engineering technical field.
混凝土的梁柱节点施工方法，涉及建筑工程技术领域。
The configuration, shape, main parameters and important components of beam-column welded connection with welded haunch in steel moment-frame are presented, and its aseismic performance is discussed.
介绍了钢结构加腋型梁柱焊接节点的结构、形状、主要参数与重要部件，并对其抗震性能进行了探讨。
The method of 5-ring screw hoop, 1-pen hoop and non-shrinkage high-strength mortar poured into sleeve is used at the seismic joint of new-type prefabricated reinforced concrete beam-column.
新型预制钢筋混凝土梁柱抗震节点采用五环螺旋箍、一笔箍和在套筒中灌注无收缩高强砂浆的方法制作。
General beam-column stiffness connections and the full-welded dog skeleton connection is analyzed and compared by Nonlinear finite element analysis method (ANSYS method) and draw some conclusions.
采用非线性有限元方法(ANSYS程序)分析普通梁柱刚性连接和全焊狗骨式连接并进行比较，可得出一些有益于工程的结论。
A seismic resistant design method of reinforced concrete beam-column connections based on compression strut and softened truss models was proposed.
提出了基于压杆模型和软化桁架模型的钢筋混凝土梁柱节点抗震设计方法。
Hysteretic behavior of steel beam-column web connections in steel frames under cyclical load is simulated by finite element method involving material, geometry and status nonlinear.
考虑材料、几何和状态三重非线性，对钢框架梁柱腹板连接在循环荷载作用下的滞回性能进行了有限元模拟。
Existing models of joints 'were based on the semi-rigid beam-column joints of steel frames and had many limitations, so they were not suited to welded hollow spherical joints.
已有节点模型主要是针对钢框架梁柱半刚性节点提出的，具有很大局限性，不适合于焊接空心球节点。
As the key part of the beam-column connection in the structural steel frame, the connected capacities influence the integral responses of the whole frame on loading.
在钢结构建筑中，梁柱节点作为钢框架中的关键连接部分，其连接性能直接影响着整个框架在荷载作用下的整体反应。
This procedure accounted for torsion coupling and the bending rotation at beam-column junction.
该方法同时考虑了结构的扭转耦合及梁柱节点的弯曲转动。
The test results of 10 reinforced concrete beam-column joint specimens and 4 photoelastic test specimens are summarized and analyzed in this paper.
本文概述了10个钢筋砼梁柱节点试件及4个光弹试件的试验结果。
It is well known that Non-linear cyclic behavior of reinforced concrete (RC) beam-column joint sub-assemblage is complex and known to be sensitive to many factors interacting each other.
众所周知，钢筋混凝土（RC）梁-柱节点在循环荷载下的非线性反应非常复杂并受诸多因素的影响。
An approach for refined parametric 3d non-linear analysis of semi-rigid steel beam-column connections of top-seat-angle with double web-angle is presented.
对采用带双腹板角钢、顶底角钢连接的半刚性钢梁柱连接节点进行了三维非线性有限元分析。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
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