Evaluation of Elastic Deflections and Bending Moments for Orthotropically Reinforced Concrete Rectangular slabs Supported on Three Edges Only
Evaluation of Elastic Deflections and Bending Moments for Orthotropically Reinforced Concrete Rectangular slabs Supported on Three Edges Only

Hisham M. AL-Hassani; Husain M. Husain; Asmaa Ali Ahmad

Volume 27, Issue 7 , May 2009, , Page 1247-1259

https://doi.org/10.30684/etj.27.7.2

Abstract
  This paper deals with the evaluation of the elastic deflections and bending momentsfor orthotropically reinforced concrete rectangular slabs supported on three variouslyrestrained edges ...  Read More ...
Experimental Tests on Orthotropically RC Rectangular Slabs Having Various Restrained Edges and Subjected to Uniform Load
Experimental Tests on Orthotropically RC Rectangular Slabs Having Various Restrained Edges and Subjected to Uniform Load

Husain M. Husain; Hisham M.AL-Hassani; Sarmad S. Abdul-Qader AL-Badri

Volume 27, Issue 5 , March 2009, , Page 913-929

https://doi.org/10.30684/etj.27.5.6

Abstract
  In this research, nine orthotropically reinforced concrete (RC) rectangular slabshaving various boundary restraints at the edges are tested under uniformly distributedload. The main ...  Read More ...
Analysis of Composite Bridge Superstructures Using Modified Grillage Method
Analysis of Composite Bridge Superstructures Using Modified Grillage Method

Sabeeh Z. Al-Sarraf; Ammar A. Ali; Rana A. Al-Dujaili

Volume 27, Issue 5 , March 2009, , Page 942-953

https://doi.org/10.30684/etj.27.5.8

Abstract
  The analysis principle was used to analyze anisotropic plates (having differentelastic properties and geometries in different directions), the model consists of four sidebeams with ...  Read More ...