Compressive Performance of Corroded Reinforced Concrete Columns
Compressive Performance of Corroded Reinforced Concrete Columns

Mushtaq Radhi; maan s. hassan; Iqbal N. Gorgis

Volume 38, 11A , November 2020, , Page 1618-1628

https://doi.org/10.30684/etj.v38i11A.1545

Abstract
  Corrosion of reinforcement has been identified as the deterioration mechanism of reinforced concrete structures, which seriously affects the safety and integrity of structures. The ...  Read More ...
Determination the Optimum Shot Peening Time for Improving the Buckling Behavior of Medium Carbon Steel
Determination the Optimum Shot Peening Time for Improving the Buckling Behavior of Medium Carbon Steel

Al-Alkawi H. J. M; AL-Khazraji A. N; Essam Zuhier Fadhel

Volume 32, Issue 3 , March 2014, , Page 597-607

https://doi.org/10.30684/etj.32.3A.3

Abstract
  The purpose of this paper is to estimate the optimum improvement of surface treatment on the dynamic buckling behavior of CK35 steel alloy due to shot peening based on the experimental ...  Read More ...
A Neural Network Model to Predict Ultimate Strength of Rectangular Concrete Filled Steel Tube Beam – Columns
A Neural Network Model to Predict Ultimate Strength of Rectangular Concrete Filled Steel Tube Beam – Columns

Ahmed Sagban Saadoon; Kadhim Zuboon Nasser; Ihsan Qasim Mohamed

Volume 30, Issue 19 , November 2012, , Page 3328-3340

https://doi.org/10.30684/etj.30.19.4

Abstract
  In this study, a model for predicting the ultimate strength of rectangular concrete filled steel tube (RCFST) beam-columns under eccentric axial loads has been developed using artificial ...  Read More ...
Design of Beam-Columns Using Artificial Neural Networks
Design of Beam-Columns Using Artificial Neural Networks

Abdelmaseeh Bakos Keryou; Raid Rafi Al-Nima; Rafal Naheth Wadie

Volume 30, Issue 16 , September 2012, , Page 2843-2857

https://doi.org/10.30684/etj.30.16.8

Abstract
  In this paper, manual design of beam-columns, based on the procedure adopted by american society of steel construction, is described. an attempt has been taken to apply artificial neural ...  Read More ...
Behavior of Short Reinforced Porcelinite Concrete Columns Under Concentric Loads
Behavior of Short Reinforced Porcelinite Concrete Columns Under Concentric Loads

Kaiss F. Sarsam; Ihsan A. S. Al-Shaarbaf; Mustafa S. Shuber

Volume 27, Issue 6 , April 2009, , Page 1219-1233

https://doi.org/10.30684/etj.27.6.19

Abstract
  This study presents on experimental method to investigate the behavior ofreinforced porcelinite concrete columns subjected to concentric load. The experimentalwork includes investigation ...  Read More ...
Design charts for channel shaped reinforced concrete short columns subjected to axial compressive load and uniaxial bending
Design charts for channel shaped reinforced concrete short columns subjected to axial compressive load and uniaxial bending

Sarmad S. Abdul-Qader AL-Badri; Asmaa A. Ahmad

Volume 27, Issue 4 , March 2009, , Page 809-820

https://doi.org/10.30684/etj.27.4.17

Abstract
  Eight design charts are presented for reinforced concrete short C-columns subjected to axial compressive load plus uniaxial bending. For design these charts can be used for determining ...  Read More ...
Flexural Rigidity of Slender RC Columns
Flexural Rigidity of Slender RC Columns

Sabeh Z. Al-Sarraf; Ihsan A. S. Al-Shaarbaf; Bassman R. Al-Bakri; Kaiss F. Sarsam

Volume 27, Issue 1 , January 2009, , Page 96-115

https://doi.org/10.30684/etj.27.1.8

Abstract
  166320 hypothetical reinforced concrete (RC) columns, each with a differentcombination of variables, were used to investigate the major variables that affect theflexural rigidity (EI) ...  Read More ...