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Online ISSN : 2476-3055
Print ISSN : 2676-6957
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1 - 25 of 34 items 1 2 > >> 

Upgrading of Precast Roof Beam–Column Connections with Seismic Safety Key Devices

DOI : 10.28991/CEJ-2024-010-05-06
Jelena Ristic , Labeat Misini , Danilo Ristic , Viktor Hristovski
1437-1454
Abstract : 892
PDF : 555
DOI : 10.28991/CEJ-2024-010-05-06

Seismic Response Reduction of Steel MRF Using SMA Equipped Innovated Low-damage Column Foundation Connection

DOI : 10.28991/cej-2017-00000068
Reza Jamalpour , Masood Nekooei , Abdolreza Sarvghad Moghadam
1-14
Abstract : 1640
PDF : 923
DOI : 10.28991/cej-2017-00000068

Retrofitting Bolted Flange Plate (BFP) Connections Using Haunches and Extended End-Plates

DOI : 10.28991/CEJ-2024-010-08-03
Budi Suswanto , Fikri Ghifari , Yuyun Tajunnisa , Data Iranata
2450-2470
Abstract : 803
PDF : 467
DOI : 10.28991/CEJ-2024-010-08-03

Cold-formed Steel-Concrete Composite Beams with Back-to-Back Channel Sections in Bending

DOI : 10.28991/CEJ-2023-09-10-01
Andrea Rajič , Ivan Lukačevič , Davor Skejič , Viorel Ungureanu
2345-2369
Abstract : 949
PDF : 592
DOI : 10.28991/CEJ-2023-09-10-01

Cyclic Behavior of Bolted Extended End-Plate Moment Connections with Different Sizes of End Plate and Bolt Stiffened by a Rib Plate

DOI : 10.28991/cej-030979
Abbas Haghollahi , Reza Jannesar
200-211
Abstract : 1756
PDF : 805
DOI : 10.28991/cej-030979

Numerical Study on the Behaviour of Built-up Cold-Formed Steel Corrugated Web Beams End Connections

DOI : 10.28991/CEJ-2023-09-04-01
Ioan Both , Mircea Burca , Stefan Benzar , Viorel Ungureanu
770-786
Abstract : 956
PDF : 651
DOI : 10.28991/CEJ-2023-09-04-01

Effect of Stirrups on the Behavior of Semi-Precast Concrete Slabs

DOI : 10.28991/CEJ-2022-08-08-09
Mazin Diwan Abdullah , Khamail Abdul-Mahdi Mosheer
1653-1664
Abstract : 1008
PDF : 620
DOI : 10.28991/CEJ-2022-08-08-09

Reduced Beam Section (RBS) Moment Connections-Analytical Investigation Using Finite Element Method

DOI : 10.28991/cej-0309170
Christos Sofias , Dimitra Tzourmakliotou
1240-1253
Abstract : 2249
PDF : 876
DOI : 10.28991/cej-0309170

Cyclic Behavior of Steel Beam-to-Column Moment Connections Using Different Sizes of Flange Plates and Reinforced by a Single Rib Plate

DOI : 10.28991/cej-030975
Abbas Haghollahi , Hassan Ahmadi
138-150
Abstract : 2322
PDF : 794
DOI : 10.28991/cej-030975

Effectiveness of Connections Type on Vibration Response of Steel Beam

DOI : 10.28991/cej-2019-03091414
Ehab Ghazi Al-Hasany , Ashraf Hameed Alsalmani , Salah S. Al-Zaidee
2318-2332
Abstract : 1040
PDF : 700
DOI : 10.28991/cej-2019-03091414

Ensemble Learning Models for Prediction of Punching Shear Strength in RC Slab-Column Connections

DOI : 10.28991/CEJ-SP2024-010-01
Omid Habibi , Tarik Youssef , Hamed Naseri , Khalid Ibrahim
1-20
Abstract : 825
PDF : 486
DOI : 10.28991/CEJ-SP2024-010-01

Joint Shear Deformation and Beam Rotation in RC Beam-Column Eccentric Connections

DOI : 10.28991/cej-2021-03091650
Rooh Ullah , Muhammad Fahim , Muhammad Nouman
236-252
Abstract : 1158
PDF : 665
DOI : 10.28991/cej-2021-03091650

Effect of Semi-Rigid Connection on Post-Buckling Behaviour of Frames Using Finite Element Method

DOI : 10.28991/cej-2019-03091358
Douaa Raheem Mohammed , Murtada A. Ismael
1619-1630
Abstract : 1007
PDF : 660
DOI : 10.28991/cej-2019-03091358

Development Behavior for Post-Tensioned Self-Centering Steel Connection under Cyclic Loading

DOI : 10.28991/cej-2017-00000081
Ahmadreza Torabipour , M. R. Shiravand
152-159
Abstract : 1644
PDF : 725
DOI : 10.28991/cej-2017-00000081

Experimental Evaluation of the Punching Shear Strength of Interior Slab-column Connections with Different Shear Reinforcement Details

DOI : 10.28991/CEJ-2022-08-09-015
Rasha Mabrouk , Gehad Younis , Osman Ramadan
1977-2000
Abstract : 761
PDF : 530
DOI : 10.28991/CEJ-2022-08-09-015

Effects of Aspect Ratio and Plate Thickness on the Behavior of Unstiffened Steel-Plate Shear Walls with Pinned and Rigid Connections

DOI : 10.28991/cej-0309180
Rahim Abdi , Nader Abdoli Yazdi
1383-1402
Abstract : 2014
PDF : 781
DOI : 10.28991/cej-0309180

Seismic Fragility Curves for Performance of Semi-rigid Connections of Steel Frames

DOI : 10.28991/cej-2021-03091714
Mohamed Saadi , Djarir Yahiaoui , Noureddine Lahbari , Bouzid Tayeb
1112-1124
Abstract : 1145
PDF : 710
DOI : 10.28991/cej-2021-03091714

Net Section Fracture Assessment of Welded Rectangular Hollow Structural Sections

DOI : 10.28991/cej-2020-03091544
Mohammad Abedin , Nafiseh Kiani , Esmail Shahrokhinasab , Sohrab Mokhtari
1243-1254
Abstract : 1460
PDF : 715
DOI : 10.28991/cej-2020-03091544

Building Exoskeletons for the Integrated Retrofit of Social Housing

DOI : 10.28991/cej-2016-00000029
Giuliana Scuderi
226-243
Abstract : 2209
PDF : 1098
DOI : 10.28991/cej-2016-00000029

Leak Detection in Urban Hydraulic Systems Using the K-BiLSTM-Monte Carlo Dropout Model

DOI : 10.28991/CEJ-2024-010-07-01
Edgar Orlando Ladino-Moreno , César Augusto Garcí­a-Ubaque
2066-2087
Abstract : 1234
PDF : 666
DOI : 10.28991/CEJ-2024-010-07-01

Connection of a Steel Column Base Plate: Mechanical Behavior and Stiffening Effects

DOI : 10.28991/CEJ-2022-08-09-02
Benyelles Chemseddine Mehdi , Nadir Boumechra , Abdelghani Missoum , Abdelhamid Bouchair
1764-1786
Abstract : 1390
PDF : 682
DOI : 10.28991/CEJ-2022-08-09-02

Stress Concentration Factors (SCFs) in Circular Hollow Section CHS-to-H-shaped Section Welded T-Joints under Axial Compression

DOI : 10.28991/cej-2019-03091223
Abderlahman Ismaeel Hamdan
33-47
Abstract : 1469
PDF : 828
DOI : 10.28991/cej-2019-03091223

Amending the Traditional ‘ACI Commentary Jc Method' and Other Sources

DOI : 10.28991/CEJ-2023-09-11-015
Hugo Esquivel , Guang Lin
2847-2853
Abstract : 731
PDF : 425
DOI : 10.28991/CEJ-2023-09-11-015

Investigation of Parameters Affecting Rotational Behavior of Cold-Formed Steel Connection

DOI : 10.28991/CEJ-2023-09-11-08
Krittiya Pawanithiboworn , Tanyada Pannachet , Maetee Boonpichetvong
2752-2769
Abstract : 737
PDF : 400
DOI : 10.28991/CEJ-2023-09-11-08

Enhancing the Development of Sustainable Modes of Transportation in Developing Countries: Challenges and Opportunities

DOI : 10.28991/cej-2021-03091776
Mohammed Dahim
2030-2042
Abstract : 1143
PDF : 699
DOI : 10.28991/cej-2021-03091776
1 - 25 of 34 items 1 2 > >> 

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Journal Metrics

Publication Start Year:

2015

JCR 2023 Impact Factor (IF):

4.3

JIF QUARTILE:

Q1

SJR 2023 Quartile:

Q1

Acceptance Rate:

27%

Review Speed (Average):

76 days

Issue Per Year:

12

Number of Volumes:

10

Number of Issues:

107

Number of Articles:

1552

Number of Reviewers:

3417

Number of Contributors:

3604

Contributing Countries:

86

No. of WoS Citations:

7986

WoS h-index:

34

Scopus CiteScore:

7.0

No. of Google Citations:

17324

Google h-index:

47

Google i10-index:

393

Abstract Views:

5,819,908

PDF Download:

3,790,637

Last updated: June 24, 2024

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