Experimental Study on the Cyclic Response of a Monolithic Side-Plate Connection-Reference-Cited by-同舟云学术

Experimental Study on the Cyclic Response of a Monolithic Side-Plate Connection

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Najar Nobari Hadi¹^ORCID,Navab Lahijani Saeid²^ORCID,Epackachi Siamak³^ORCID,Mirghaderi Seyed Rasoul⁴

Affiliation:

1. Ph.D. Graduate Student, Dept. of Civil Engineering, K. N. Toosi Univ. of Technology, Tehran 1533995317, Iran. ORCID:

2. Ph.D. Student, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1993673351, Iran. ORCID:

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 159163431, Iran (corresponding author). ORCID: .

4. Professor, School of Civil Engineering, Univ. of Tehran, Tehran 1998736183, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12477

Reference18 articles.

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2. Blais R. 1974. “Joints soudes pour profiles tubulaires.” M.Sc. thesis Dept. of Civil Engineering Laval Univ.

3. Hysteretic damping modelling by nonlinear Kelvin-Voigt model;Bratosin D.;Proc. Rom. Acad. Sci. Ser. A Math. Phys. Tech. Sci. Inf. Sci.,2002

4. Seismic performance of steel beam-to-column moment connections with tapered beam flanges

5. Seismic rehabilitation performance of steel side plate moment connections;Chou C. C.;Earthquake Eng. Struct. Dyn.,2010