Evaluation of Friction Strength Loss in Endplate Moment Connections with Skewed Beam-Reference-Cited by-同舟云学术

Evaluation of Friction Strength Loss in Endplate Moment Connections with Skewed Beam

Published:2019-05-11 Issue:6 Volume:19 Page:1767-1784
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Asl Masoud Hoseinzadeh^ORCID,Saeidzadeh Mahsa,Momenzadeh Seyedbabak

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-019-00246-y.pdf

Reference20 articles.

1. AISC. (2011). Steel construction manual (14th ed.). Chicago: American Institute of Steel Construction.

2. AISC. (2016a). ANSI/AISC 358-16: Prequalifed connections for special and intermediate steel moment frames for seismic applications. Chicago, IL: American Institute of Steel Construction.

3. AISC. (2016b). ANSI/AISC 360-16: Specification for structural steel buildings. Chicago, IL: American Institute of Steel Construction.

4. Al Hijaj, M., & Mahamid, M. (2017). Behavior of skewed extended shear tab connections part I: Connection to supporting web. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2016.08.024 .

5. ANSYS Workbench, ANSYS, Inc., USA (2016).

Cited by 4 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. On the Performance of Steel Buildings with Skewed Beams against Progressive Collapse;IOCBD 2023;2023-10-24

2. Mechanical model and seismic performance of frames with a self-centring connection;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-04-24

3. Experimental and numerical study on the performance of a novel self-centering beam-column connection equipped with friction dampers;Journal of Building Engineering;2022-07

4. Seismic performance of bolted beam-to-column connection with rib-stiffened splicing plate;Journal of Constructional Steel Research;2020-11