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Post-limit stiffness and ductility of end-plate beam-to-column steel joints

机译：端板梁柱钢节点的极限后刚度和延性

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http://www.sciencedirect.com/science/article/B6V28-454T650-3/1/443e289c3e00bc6a910cdfa50f086595

机译：HTTP://呜呜呜.science direct.com/science/article/B6V28-454T650-3/1/443哦289从3哦00不错6啊910沉淀法50发086595

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Silva L. Simões da; Santiago Aldina; Vila Real Paulo;
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年度 2002
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专利

1. Post-limit stiffness and ductility of end-plate beam-to-column steel joints [J] . L. Simoes da Silva, Aldina Santiago, Paulo Vila Real Computers & Structures . 2002,第5a6期

机译：端板梁柱钢节点的极限后刚度和延性
2. Reliability assessment of the post-limit stiffness and ductility of steel joints [J] . Helena Gervasio, L. Simoes da Silva, L. Borges Journal of Constructional Steel Research . 2004,第3a5期

机译：钢接头极限后刚度和延性的可靠性评估
3. Design of full-strength full-ductility extended end-plate beam-to-column joints [J] . Francavilla Antonella B., Latour Massimo, Piluso Vincenzo, Journal of Constructional Steel Research . 2018,第SEPa期

机译：全强度全延展性端板梁柱节点设计
4. Stiffness decrease for steel end-plate beam-to-column joint when exposed to fire [C] . M. Maslak, M. Pazdanowski, M. Snela International conference on structural engineering, mechanics and computation . 2019

机译：暴露于火中时，钢制端板梁至柱的刚度降低
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. Stiff light strong and ductile: nano-structured High Modulus Steel [O] . H. Springer, C. Baron, A. Szczepaniak, -1

机译：坚固轻便坚固且具有延展性：纳米结构高模量钢
7. Post-limit stiffness and ductility of end-plate beam-to-column steel joints [O] . Silva L. Simões da, Santiago Aldina, Vila Real Paulo 2002

机译：端板梁柱钢接头的极限刚度和延性
8. THE DUCTILITY OF BRAZED STAINLESS STEEL JOINTS [R] . H. A. Saller, J. T. Stacy, N. S. eddy 1953

机译：钎焊不锈钢接头的延性

Post-limit stiffness and ductility of end-plate beam-to-column steel joints

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