Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach-Reference-Cited by-同舟云学术

Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach

Published:2010-12 Issue:12 Volume:66 Page:1516-1522
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Loureiro A.,Gutiérrez R.,Reinosa J.M.,Moreno A.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Moment-rotation curves for bolted connections;Yee;Journal of Structural Engineering, ASCE,1986

2. Jaspart JP. Étude de la semi-rigidité des noeuds pouter-colonne et son influence sur la résistance et la stabilité des ossatures en acier. Ph.D. thesis. Belgium: University of Liege; 1991.

3. The stiffness model of revised annex J of Eurocode 3;Weynand;Connections in Steel Structures III,1995

4. Structural steel semirigid connections;Faella,2000

5. EUROCODE 3. Design of steel structures—part 1.8: design of joints CEN. Brussels; 2005.

Cited by 34 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. Artificial neural network prediction of the initial stiffness of semi-rigid beam-to-column connections;Structures;2023-10

2. Experimental comparison between threaded‐bars and single‐bolts end plate asymmetrical steel joints;ce/papers;2023-09

3. Experimental Behavior and Modelling of Steel Bolted T-Stub Connections;Buildings;2023-02-21

4. Mechanical behaviour of high strength steel T-stubs at elevated temperatures: Experimental study;Thin-Walled Structures;2023-01

5. The effects of stiffener configuration on stiffened T-stubs;STEEL COMPOS STRUCT;2022