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Generalised component-based model for beam-to-column connections including axial versus moment interaction

机译：基于通用组件的梁 - 柱连接模型，包括轴向与力矩的相互作用

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Del Savio, AA; Nethercot, DA; Vellasco, PCGS; Andrade, SAL; Martha, LF;
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年度 2009
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正文语种 English
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1. Generalised component-based model for beam-to-column connections including axial versus moment interaction [J] . A.A. Del Savio, D.A. Nethercot, P.C.G.S. Vellasco, Journal of Constructional Steel Research . 2009,第8a9期

机译：梁到柱连接的基于组件的通用模型，包括轴向和弯矩相互作用
2. AN ASSESSMENT OF BEAM-TO-COLUMN ENDPLATE AND BASEPLATE JOINTS INCLUDING THE AXIAL-MOMENT INTERACTION [J] . A.A. Del Savio, D.A. Nethercot, P.C.G.S. Vellasco, Advanced Steel Construction: An International Journal . 2010,第1期

机译：轴到轴相互作用的梁到柱端板和底板连接的评估
3. Low-rise steel moment-resisting frames with novel re-centering beam-to-column connections: connection modelling and system performance evaluation [J] . Hou Hetao, Zhang Shaoyuan, Qu Bing, Journal of Constructional Steel Research . 2021,第May期

机译：具有新型重定位光束到柱连接的低层钢矩形框架：连接建模和系统性能评估
4. SHEAR MOMENT INTERACTION FORDESIGN OF STEEL BEAM-TO-COLUMN CONNECTIONS [C] . Jaswant N. ARLEKAR, C. V. R. MURTY World conference on earthquake engineering;WCEE . 2004

机译：钢梁对柱连接设计的剪力相互作用
5. Structural Fire Performance of Beam-to-Column Moment Connections Joining Tubular Steel Members [D] . Salem, Osama Fikry 2012

机译：连接钢管构件的梁到柱矩连接的结构防火性能
6. Local generalised method of moments: an application to point process‐based rainfall models [O] . Jo M. Kaczmarska, Valerie S. Isham, Paul Northrop -1

机译：局部广义矩量法：基于点过程的降雨模型的应用
7. ON THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL PIPE COLUMNS : The elasto-plastic behavior of connections subjected to moment, shear and axial loads [O] . NOBUYOSHI HISAMITSU, SUGURU SAKAMOTO 1972

机译：关于钢管柱梁柱连接的强度和刚度：经受时刻，剪切和轴向载荷的连接的弹性塑性行为
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

Generalised component-based model for beam-to-column connections including axial versus moment interaction

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