高层建筑框架结构的梁柱节点比较复杂。
在现浇钢筋混凝土框架结构中，由于梁柱节点混凝土强度不同，此处混凝土质量难以控制。
The quality of concrete is hard to control in the reinforced concrete frame structures because there are non-equal-concrete-strength beam and column joints.
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。
With the increase in use of mega-frame structures, the main frame beam-column reasonable arrangement becomes the key problem of a design.
在上述思路中，梁柱抗弯承载力级差系数是引导框架结构形成强柱弱梁型有利耗能机构的关键设计措施。
In the concepts mentioned above, the adjusting coefficient of moment capacity of column-to-beam is key to guide framework to come into being the structure of Strong column-to-Weak beam.
提出了根据推覆分析来近似求解框架结构梁柱构件的自身耗能能力。
The energy dissipation capacities of the beams and columns of the frames are approximately evaluated based on the pushover analysis.
介绍了高层建筑中 ，在钢筋混凝土框架结构的梁柱节点处 ，混凝土强度等级不同 ，为了方便施工 ，所采取的技术措施。
Some technical methods are used to make construction convenient when different strength grade concrete is used in the joint of beam and column in high building.
梁柱混凝土框架结构给予整栋建筑一定的灵活度，为了确保不同的部门能够在不同楼层运转，这是很有必要的。
The concrete structure of beams and pillars gives the whole construction a certain degree of flexibility. This was necessary to ensure separate departments can function on different floors.
本实用新型的内藏钢桁架混凝土组合巨型梁柱框架，属于一种用在高层建筑中的巨型框架结构体系。
The utility model relates to a composite concrete jumbo beamcolumn frame with built-in steel truss, belonging to a jumbo frame structure system applied in the high-rise building.
文中在提出有结点损伤的梁柱有限元刚度矩阵的基础上，建立了有结点损伤框架结构的有限元模型。通过完好结构和有损伤结构的有限元分析。
Based on establishing the stiffness matrix of the columns and beams with joint damage, the finite element model of the damaged frame structure is set up.
文中在提出有结点损伤的梁柱有限元刚度矩阵的基础上，建立了有结点损伤框架结构的有限元模型。通过完好结构和有损伤结构的有限元分析。
Based on establishing the stiffness matrix of the columns and beams with joint damage, the finite element model of the damaged frame structure is set up.
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