Stay in Place Formwork, Encased Reinforced Concrete Column: A Review
Stay in Place Formwork, Encased Reinforced Concrete Column: A Review

Zainab H. Abbas; Maan S. Hassan; Iqbal N. Gorgis

Volume 41, Issue 11 , November 2023, , Page 1355-1378

https://doi.org/10.30684/etj.2023.139421.1428

Abstract
  Formwork systems are required for almost all cast-in-place concrete construction. However, some forms cost too much, often exceeding 30% of the entire cost of the concrete construction. ...  Read More ...
Experimental Behavior of Circular Steel Tubular Columns Filled with Self-Compacting Concrete under Concentric Load
Experimental Behavior of Circular Steel Tubular Columns Filled with Self-Compacting Concrete under Concentric Load

Saad N. Sadik; Wael S. Abdul-Sahib; Ammar A. Ali

Volume 31, Issue 14 , September 2013, , Page 2760-2772

https://doi.org/10.30684/etj.2013.83259

Abstract
  This paper presents an experimental study on the behavior of circular, concretefilled,steel tube (CFT) columns concentrically loaded in compression to failure. Selfcompactingconcrete ...  Read More ...
Shear Wall Analysis using Framework Method: Comparison with Shell Element Method and Column Analogy
Shear Wall Analysis using Framework Method: Comparison with Shell Element Method and Column Analogy

Ammar A. Ali; Hassan H. Jony

Volume 31, Issue 10 , July 2013, , Page 1949-1961

https://doi.org/10.30684/etj.31.10A10

Abstract
  Different techniques are utilized to analyze shear walls like shell elements model or column analogy. Framework method (FWM) is used to substitute the shell elements. A rectangular ...  Read More ...