Behaviour of flush end-plate beam-to-column joints under bending and axial force-Reference-Cited by-同舟云学术

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Behaviour of flush end-plate beam-to-column joints under bending and axial force

Published:2004-04-25 Issue:2 Volume:4 Page:77-94
ISSN:1229-9367
Container-title:Steel and Composite Structures
language:en
Short-container-title:Steel and Composite Structures

Author:

da Silva Luis Simoes,de Lima Luciano R.O.,da S. Vellasco Pedro C.G.,de Andrade Sebastiao A.L.

Publisher

Techno-Press

Subject

Metals and Alloys,Building and Construction,Civil and Structural Engineering

Cited by 69 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Presenting an advanced component-based method to investigate flexural behavior and optimize the end-plate connection cost;STEEL COMPOS STRUCT;2024

2. Experimental and numerical investigation of the bending behavior in nontraditional steel beam-to-beam tip connections;Structures;2024-04

3. Experimental behaviour of large-size beam-to-column steel joints for the DUNE Neutrino Experiment;Thin-Walled Structures;2023-10

4. A decoupled T-stub component model for the cyclic modelling of steel joints;Journal of Constructional Steel Research;2023-10

5. Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models;Journal of Structural Engineering;2023-09

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