Performance of steel structures and associated lessons to be learned from November 12, 2017, Sarpol-e Zahab-Ezgeleh Earthquake (MW 7.3)

B Hosseini Hashemi, B Keykhosro Kiany - Journal of Seismology and …, 2018 - jsee.ir
Sarpol-e Zahab-Ezgeleh earthquake (MW 7.3) occurred in Kermanshah province of Iran
near the Iraq and Iran border region on November 12, 2017 at 18: 18 UTC (21: 48 local …

Experimental and numerical investigation of vertical through‐plate for concrete‐filled steel tube column to H‐beam connections

HJ Chang, JH Kim, I Choi… - The Structural Design of …, 2021 - Wiley Online Library
The purpose of this study is to evaluate the structural behavior of concrete‐filled steel tube
(CFT) column to H‐beam connections with vertical through‐plate through full‐scale …

Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation

C Ma, W Ding, Q Zhang, X Huang - Journal of Constructional Steel …, 2024 - Elsevier
This paper shows the results of full-scale tests conducted to investigate the mechanical
behavior of flange joints for corrugated steel plate. The observed failure mode was local …

Effect of weld specifications on seismic performance of built-up box columns

A Yeganehfar, B Mehrparvar, FH Shargh - Journal of Constructional Steel …, 2020 - Elsevier
Application of built-up box sections as columns of steel moment frames is very favorable due
to their bi-directional flexural resistance. According to seismic provisions, for built up box …

[PDF][PDF] Investigation of behavior of interior steel connections with openings in beam web and flange under monotonic loading

DD Yan, BL Zhou, X Guo, F Lai, X Wei… - Advanced Steel …, 2021 - ascjournal.com
The premature failure of steel structures due to connection damages, induced by various
loadings, has received studious attention leading to the development of beam-to-column …

[PDF][PDF] Cyclic behavior of bolted extended end-plate moment connections with different sizes of end plate and bolt stiffened by a rib plate

A Haghollahi, R Jannesar - Civil Engineering Journal, 2018 - academia.edu
This paper presents a numerical study on the behavior of prequalified Bolted Extended End
Plate (BEEP) moment connections when are affected by cyclic loading. Specimens were six …

Seismic Response of Retrofitted Welded-Flange-Plate Moment Connections to Built-Up Battened Columns: A Parametric Study

M Fakhri Ghasr Ahmadi, P Broumand… - Iranian Journal of Science …, 2024 - Springer
This paper numerically investigates the seismic behavior of welded-flange-plate (WFP)
moment connections between I-shaped beams and built-up battened columns, focusing on …

Experimental and numerical assessment of beam-column connection in steel moment-resisting frames with built-up double-I column

SM Dehghan, MA Najafgholipour, SM Ziarati… - Steel and Composite …, 2018 - dbpia.co.kr
Built-up Double-I (BD-I) columns consist of two hot rolled IPE sections and two cover plates
which are welded by fillet welds. In Iran, this type of column is commonly used in braced …

[PDF][PDF] Cyclic behavior of steel beam-to-column moment connections using different sizes of flange plates and reinforced by a single rib plate

A Haghollahi, H Ahmadi - Civil Engineering Journal, 2018 - pdfs.semanticscholar.org
This paper presents a numerical study on the behavior of connection between steel I-beam
and H-column when are affected by cyclic loading. The connection used the flange plates to …

Rib-reinforced moment connection of steel beam to box column

AR Tolou Kian, A Deylami - … of the Institution of Civil Engineers …, 2019 - icevirtuallibrary.com
Due to their excellent biaxial bending strength, box columns are widely employed in
countries with high seismic risk such as Iran and Japan. Although extensive research into …