Numerical validation on novel replaceable reduced beam section connections for moment-resisting frames

被引：11
|
作者：
Ozkilic, Yasin Onuralp [1 ]
Bozkurt, Mehmet Bakir [2 ]
机构：
[1] Necmettin Erbakan Univ, Dept Civil Engn, TR-42060 Konya, Turkiye
[2] Manisa Celal Bayar Univ, Dept Civil Engn, TR-45140 Manisa, Turkiye
来源：
STRUCTURES | 2023年 / 50卷
关键词：
Moment resisting frame; Beam-to-column; Replaceable; Residual drift; Rupture index; Connections; SEISMIC PERFORMANCE; COLUMN CONNECTION; DUCTILITY; DETAILS; DESIGN; FUSE;
D O I：
10.1016/j.istruc.2023.02.027
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study presents replaceable reduced beam sections with connection detail for MRFs under residual drift. The proposed detail includes end-plated mid-spliced reduced beam sections. Pursuant to this goal, the proposed detail has been investigated under cyclic loading protocol required by AISC 341-16 by using ABAQUS finite element program. Seismic response of the proposed connection detail was compared from PEEQ and Rupture Index standpoint. The obtained findings indicate that the proposed mid-spliced replaceable reduced beam section satisfies all requirements indicated by AISC 341-16.
引用
收藏
页码：63 / 79
页数：17
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