Moment-rotation relationship of blind bolted connections for HSS columns

S Mourad, RM Korol - Journal of Constructional Steel Research, 1996 - Elsevier
Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree cf flexibility. The …
被引用次数：63 相关文章

[引用][C] Moment-rotation relationship of blind bolted connections for HSS columns

A Ghobarah, S Mourad, RM Korol - Journal of Constructional Steel …, 1996 - cir.nii.ac.jp
Moment-rotation relationship of blind bolted connections for HSS columns | CiNii Research
CiNii 国立情報学研究所 学術情報ナビゲータ[サイニィ] 詳細へ移動 検索フォームへ移動 論文・データを …

Moment-Rotation Relationship of Blind Bolted Connections for HSS Columns

A Ghobarah, S Mourad, RM Korol - Journal of Constructional Steel …, 1996 - infona.pl
Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree of flexibility. The …
[PDF] academia.edu

[PDF][PDF] Moment-Rotation Relationship of Blind Bolted Connections for HSS Columns

A Ghobarah, S Mourad, RM Korol - academia.edu
Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree of flexibility. The …
[PDF] academia.edu

[PDF][PDF] Moment-Rotation Relationship of Blind Bolted Connections for HSS Columns

A Ghobarah, S Mourad, RM Korol - academia.edu
Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree of flexibility. The …