垂直加劲肋节点适用于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。
A vertical stiffening rib joint is suitable for rectangular steel tube column with smaller section to H-beam connection.
通过对T型钢桁架节点的研究，指出了目前设计中存在的问题。
By studying the t section steel truss joint, the defects in truss design are pointed out in this paper.
结合某试点工程的要求，进行了冷弯薄壁型钢与混凝土组合节点在低周循环荷载下的足尺模型拟静力试验研究。
Experiment under low cycle loading is presented on the composite joint of cold formed & light guage steel shape and concrete.
分析得出节点型钢腹板的剪应力方程，利用试验数据可求得腹板上测点的应力值。
Stresses in the steel webs were obtained by using the test data in the shear strength equation introduced from the analysis.
由于钢筋混凝土的存在和组合抗弯框架刚度高的特点，内置有型钢的组合节点的变形需求比起纯钢抗弯框架节点来要小得多。
Because of the existence of reinforced concrete and the high stiffness in a composite MRF, the deformation demand to the encased steel joints becomes less than in a pure steel MRF.
为了更好的了解节点的受力特征，本文将对T型钢桁架节点采用有限元的方法进行一些研究工作。
To make a better understanding of joint mechanics behaviors, this thesis studies joints of T-section steel truss with finite element method (FEM).
探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式。
An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed.
垂直加劲肋节点适于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。
The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.
本文介绍在进行某建筑的室内增设大跨度夹层设计时采用的原结构构件加固、新旧构件节点连接处理、压型钢板组合楼盖等技术。
Such technology as reinforcement of old structural components, treatments of joints for new and old components and application of profiled sheet-concrete composite floor etc.
本文提出一种轻型钢结构的三维设计方法，着重研究节点和节点板的智能设计方法。
A design approach to the 3d design of light steelwork is presented in this thesis. The intelligent design of the steelwork joint type and joint plate are studied.
提出一种在节点区间断钢管混凝土柱的外钢管、设置芯钢管的新型钢管混凝土柱与钢筋混凝土梁的节点。
A new type of column-RC beam joint of concrete filled steel tube (CFST) is created. The outer tubular column of CFST is disconnected in the joint zone. The core steel tube is put in the joint zone.
针对广东科学中心这一国内少见的巨型钢框架结构，对其新型结构框架节点进行了试验研究。
For the rare mega steel frame structure of Guangdong Science Center in the domestic, it presents a new type of mega steel joints with reinforced welded steel plate.
柱 与H型钢梁刚性连接节点是钢框架结构中最常见的节点形式之一。
The box-column and H beam joint is commonly used in steel frame structures.
介绍了该工程大跨巨型钢框架结构的结构选型、布置、节点设计及结构分析。
The structural scheme selection, layout, joint design and structural analysis of this mega-structure are presented.
研究型钢混凝土节点的抗剪受力机理和节点抗震设计方法；
The shear mechanisms of SRC joints and seismic design method are studied;
结合钢结构住宅产业化的研究，设计了冷弯方钢管与H型钢梁的螺栓连接外套管式节点。
Based on the research of steel housing industry, a new outer-shell joint connecting cold-formed square tubular column and H-shaped steel beam with bolts was designed.
结合钢结构住宅产业化的研究，设计了冷弯方钢管与H型钢梁的螺栓连接外套管式节点。
Based on the research of steel housing industry, a new outer-shell joint connecting cold-formed square tubular column and H-shaped steel beam with bolts was designed.
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