STRENGTH AND DEFORMATION CAPACITY OF H-SHAPED STEEL MEMBERS GOVERNED BY LOCAL BUCKLING
Author:
Affiliation:
1. Faculty of Engineering, Toyo Univ.
2. Faculty of Science & Engineering, Tokyo Denki Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/59/458/59_KJ00004099772/_pdf
Cited by 14 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. Statistical evaluation of the influence of manufacturing tolerances on the flexural cyclic behavior of I‐shaped hot rolled steel beams;ce/papers;2023-09
2. 端モーメントと等分布荷重が作用するH形断面梁ウェブの弾性局部座屈耐力;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-04-01
3. Elastic coupled local buckling strength of I‐shaped steel member in uniform bending;JAPAN ARCHITECTURAL REVIEW;2023-01
4. Variability in the Nonlinear Modelling Parameters of Steel I‐shaped Beams Subjected to Cyclic Loading Considering Manufacturing Tolerances;ce/papers;2022-09
5. Analytical investigation of the cyclic behaviour of I-shaped steel beam with reinforced web using bonded CFRP;STEEL COMPOS STRUCT;2022
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