Proposed Improvements to AISC 360-22 Chapter F for Built-Up I-Section Members-Reference-Cited by-同舟云学术

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Proposed Improvements to AISC 360-22 Chapter F for Built-Up I-Section Members

Published:2024-06 Issue: Volume:217 Page:108657
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Phillips Matthew,Slein Ryan,Sherman Ryan J.,White Donald W.

Publisher

Elsevier BV

Reference73 articles.

1. Specification for Structural Steel Buildings;AISC,2022

2. Unified flexural resistance equations for stability design of steel I-section members: overview;White;J. Struct. Eng.,2008

3. Shear strength and moment-shear interaction in transversely stiffened steel I-girders;White;J. Struct. Eng.,2008

4. Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members—Uniform Bending Tests (Mechanics and Materials Report No. 28; p. 128);White,2004

5. Unified flexural resistance equations for stability Design of Steel I-section members: uniform bending tests;White;J. Struct. Eng.,2008

Cited by 1 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. Flexural resistance of thin-web singly-symmetric steel I-sections exhibiting early tension flange yielding;Journal of Constructional Steel Research;2024-10

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