Shear in Composite Beam-to-Column Connections

机译：剪切复合梁柱连接

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The behavior of composite columns under the action of connection shear in the zone of intersection with beams is studied. The columns are of encased I-section or of square tube filled with concrete, and the beams of either steel I-section or composite T-section. Expressions are derived to predict the shear deformation in the initial elastic range, in the cracked range and in the post-yielded range. Connection flexibility coefficients in the plastic range are given in a form suitable for non-linear matrix frame analysis.

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作者
Ansourian, P.;
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年度 1981
页码 1-38
总页数 38
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Beams(Supports); Columns(Supports); Construction joints; Shear properties; Matrix methods; Welded joints; Bolted joints; Ultimate strength;

机译：梁（支撑）;柱（支撑）;施工缝;剪切性能;矩阵法;焊接接头;螺栓连接;极限强度;

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1. Steel-Timber Composite Beam-to-Column Connections with Shear Tab [J] . Nouri Farshid, Bradford Mark, Valipour Hamid Journal of structural engineering . 2019,第3期

机译：带剪切片的钢木复合梁到柱连接
2. Limitations on the use of partial shear connection in composite beams with single flange steel beams and composite dowels -Part 2: Analysis of the load bearing and deformation behaviour and modes for the minimum degree of partial shear connection. [J] . Martin Classen, Leoni Stiller Der Stahlbau . 2018,第2期

机译：在单法兰钢梁和组合销钉的组合梁中使用局部剪力连接的限制-第2部分：最小局部剪力连接程度的承载力和变形特性及模式分析。
3. A cumulative damage evaluation method for beam-to-column connection Part 1 Database of fully welded beam-to-column connection [J] . Nitawaki Masashi, Lee Dong-Seok, Ishida Takanori, 日本建筑学会技术报告集 . 2017,第appa期

机译：梁柱连接的累积损伤评估方法第1部分完全焊接的梁柱连接数据库
4. FULL SCALE TESTING OF EXTENDED BEAM-TO-COLUMN AND BEAM- TO-GIRDER SHEAR TAB CONNECTIONS SUBJECTED TO SHEAR [C] . Jacob Hertz, Dimitrios G. Lignos, Colin A. Rogers International Conference on Behaviour of Steel Structures in Seismic Areas . 2015

机译：对剪切进行剪切的扩展光束到柱和梁到梁剪切片连接的全尺度测试
5. Beam-to-column shear connections with slotted holes. [D] . Man, Jack Cheuk Yin. 2006

机译：梁到柱的剪切连接带有开孔。
6. Experimental Study on the Shear Behavior of GFRP–Concrete Composite Beam Connections [O] . Jin Di, Lu Cao, Jiahao Han 2020

机译：GFRP-混凝土组合梁节点抗剪性能的试验研究
7. ON THE EFFECT OF SHEAR STIFFENING OF BEAM-TO-COLUMN CONNECTIONS IN ASEISMIC DESIGN OF LOW-RISE STEEL FRAMES : Part 2 Elasto-plastic response behavior of frames with different shear strength of beam-to-column connections [O] . AKIO KAWANO, MINORU MAKINO 1983

机译：关于横柱连接剪切变化在低层钢框架的抗震设计中的影响：梁柱连接不同剪切强度的框架弹塑性响应行为
8. Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections [R] . Tsai, K. C. , Popov, E. P. 1986

机译：两个梁到列Web连接。两种梁柱间距地震力矩连接的替代设计和试验

Shear in Composite Beam-to-Column Connections

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