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1 - 16 of 16 items

Seismic Assessment of Tall Buildings Designed According to the Turkish Building Earthquake Code

DOI : 10.28991/CEJ-2022-08-03-011
Orhan Ilkay Ergunes , Tulay Aksu Ozkul
567-579
Abstract : 1455
PDF : 1342

Non-linear Analysis of Slender High Strength Concrete Column

DOI : 10.28991/cej-2019-03091343
Ernesto Fenollosa , Iván Cabrera , Verónica Llopis , Adolfo Alonso
1440-1451
Abstract : 3337
PDF : 1443

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

Behaviour of Steel Plate Shear Wall in Multi Span Moment Frame with Various Infill Plate Connection to Column

DOI : 10.28991/cej-030974
Amirhosein Raisszadeh , Alireza Rahai , Ardeshir Deylami
126-137
Abstract : 1883
PDF : 814

Frictional Axial Resistance of Clamped Split Pocket Mechanism Steel Structural Joint: An Experimental Study

DOI : 10.28991/CEJ-2024-010-09-07
Whelly T. Putra , Angga F. Setiawan , Ashar Saputra , Iman Satyarno , Hamdi Y. Pratama
2870-2887
Abstract : 625
PDF : 308

Double-Curvature Test of Reinforced Concrete Columns Using Shaking Table: A New Test Setup

DOI : 10.28991/cej-2019-03091378
Nguyen Ngoc Linh , Nguyen Van Hung , Nguyen Xuan Huy , Le Minh Cuong , Pham Xuan Dat
1863-1876
Abstract : 3228
PDF : 1358

Performance of Ground Anchored Walls Subjected to Dynamic and Pseudo-Static Loading

DOI : 10.28991/cej-2021-03091703
Arash Saeidi Rashk Olia , Mohammad Oliaei , Heisam Heidarzadeh
974-987
Abstract : 2226
PDF : 683

Application of Hyperstatic Reaction Method for Designing of Tunnel Permanent Lining, Part II: 3D Numerical Modelling

DOI : 10.28991/cej-2016-00000031
Rahim Hassani , Rouhollah Basirat
254-261
Abstract : 1466
PDF : 781

Earthquake Resistance of Masonry-Infilled RC Frames Strengthened with Expanded Metal

DOI : 10.28991/CEJ-2024-010-12-017
Wuttipong Kusonkhum , Phongphan Tankasem , Anuchat Leeanansaksiri
4069-4082
Abstract : 660
PDF : 265

Application of Hyperstatic Reaction Method for Designing of Tunnel Permanent Lining, Part I: 2D Numerical Modelling

DOI : 10.28991/cej-2016-00000030
Rahim Hassani , Rouhollah Basirat
244-253
Abstract : 1653
PDF : 895

Numerical Investigation of Closed-Form Solutions for Seismic Design of a Circular Tunnel Lining (by Quasi-Static Method)

DOI : 10.28991/cej-030983
Alireza Rashiddel , Mohammadreza Koopialipoor , Mir Raouf Hadei , Reza Rahmannejad
239-257
Abstract : 2770
PDF : 953

The Behavior of the Tunnel Reinforced with Geogrid in Soft Soil Under the Effect of Axial Load

DOI : 10.28991/CEJ-2024-010-08-04
Zahraa H. Faleih , Ahmed S. A. Al-Gharbawi , Husam H. Baqir
2471-2484
Abstract : 704
PDF : 406

Experimental and Numerical Analysis of Concrete Columns under Axial Load Based on European Design Norms

DOI : 10.28991/CEJ-2024-010-02-05
Florim Grajçevci , Armend Mujaj , Driton Kryeziu , Elfrida Shehu
419-430
Abstract : 907
PDF : 672

Slenderness Ratio and Influencing Parameters on the NL Behaviour of RC Shear Wall

DOI : 10.28991/cej-2021-03091777
A. Atmani , Z. Boudaoud , N. Djebbar
2043-2067
Abstract : 1171
PDF : 583

Numerical Analysis of Single-Angle Steel Member Under Tension Force with Different End Deformations

DOI : 10.28991/cej-2020-03091564
Ahmed M. Sayed
1520-1533
Abstract : 1295
PDF : 604

Experimental and Numerical Research on Steel Plate Shear Wall with Infill Plate Connected to Beam Only

DOI : 10.28991/cej-0309113
Amirhosein Raisszadeh , Ardeshir Deylami , Alireza Rahai
526-538
Abstract : 1717
PDF : 796
1 - 16 of 16 items