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。
The ultimate bending strength of rigid beam-column connections is a key point ensuring structural safety of earthquake-resistant frames under major earthquakes.
因此，工程界普遍认为梁柱刚性连接有必要改善其节点的延性和对钢框架采用延性设计。
That is, the ductility of the connections ought to improve and the ductile design on steel frame should be realized.
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。
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.
而大量的实际工程表明，组合结构的梁柱连接是介于这二者之间的，即应该视为半刚性组合节点。
But a large number of practical projects had shown that the connection of beams and columns in composite structure is between rigidly and hinge connection.
形件连接的梁柱刚性节点在美国和日本有着广泛的应用，然而在我国对这方面的研究并不充分。
Rigid beam-to-column connection with T-stub is widely used in the USA and Japan.
采用连接单元法，考虑连接柔性的影响，推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。
The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.
古木结构的特点是梁柱的榫卯连接具有半刚性性质。
The feature of the ancient timber structures is the connection of beam and column by use of mortise and tenon.
早期的多高层建筑钢结构设计，为了能有效地抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移，一般把梁柱连接设计成刚性连接。
In order to resist the structure's lateral load and reduce the lateral displacement efficiently in the tier or tall building structure, it is generally designed the joint as rigid joint earlier.
采用已有的三参数力学模型模拟半刚性连接梁柱节点的弯矩-转角性能。
The moment-rotation relation of beam-to-column semi-rigid connections was simulated with the three-parameter mechanical model.
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。
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.
本文所建立的有限元模型考虑问题全面、精度较高，能够真实地模拟狗骨式梁柱腹板刚性连接在循环荷载作用下的破坏行为。
This article plays a basis role of more study with regard to seismic-resistant behavior of the new type beam-to-column web connections.
本文所建立的有限元模型考虑问题全面、精度较高，能够真实地模拟狗骨式梁柱腹板刚性连接在循环荷载作用下的破坏行为。
This article plays a basis role of more study with regard to seismic-resistant behavior of the new type beam-to-column web connections.
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