Inelastic buckling of torsionally braced I-girders under uniform bending, II: Experimental study

Author:

Choi Byung H.,Park Yong-myung

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Inelastic buckling of torsionally braced I-girders under uniform bending: I. Numerical parametric studies;Park;Journal of Constructional Steel Research,2010

2. LRFD bridge design specifications;AASHTO,2007

3. Eurocode 3: Design of steel structures. European Committee for Standardisation; 2003.

4. Fundamentals of beam bracing;Yura;Engineering Journal,2001

5. European Convention for Constructional Steelwork, ECCS. Essentials of Eurocode 3 design manual for steel structures in building. ECCS-advisory committee 5. No. 65. 1991.

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1. ENSURING THE OVERALL STABILITY OF STEEL BEAMS BY TORSIONAL BRACINGS;Bulletin of Belgorod State Technological University named after. V. G. Shukhov;2024-04-24

2. Numerical Analysis on Plastic Moment Capacity of Prefabricated Steel Girders with Injection Channel Connections;International Journal of Steel Structures;2022-09-17

3. Inelastic moment-rotation response of 690 MPa grade steel I-section girders;International Journal of Steel Structures;2017-12

4. Strength of Jack-Beams with slender webs and mono-symmetric sections;HBRC Journal;2015-04

5. Torsional stiffness requirements for diaphragm bracing of discretely braced I-girders;International Journal of Steel Structures;2014-06

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