Steel Structures

Paper Code

Title and Authors

STL005

A Study In The Behaviour Of Circular Base Plates
Under Bending Moment
 //\\ M. A. GHAREEB – SAMER A. HEIKAL  - M. A. KHEDR

STL006

Reliability Of The Ductile Steel Column Stability //\\ AHMED N. EL-KARRANY  - MOHAMMED N. EL-ATROUZY

STL007

All-Composite Bridge Deck Slab Under Cycling Loading //\\ AHMED S. DEBAIKY

STL008

Strengthening And Retrofitting Of Welded Steel Moment Connections Considering Side Plate Effect Strengthening And Retrofitting Of Welded Steel Moment Connections Considering Side Plate Effect  //\\ ABDELRAHIM K. DESSOUKI – SHERIF A. IBRAHIM – SEHAM A. EL –SA’EED

STL009

Semi-Rigid Joints In Bare Steel And  Composite Frames Subjected To Loading In Space  Part I: Experimental Program
 //\\ MOHAMED A. DABAON – MAHMOUD  H. EL-BOGHDADI – OMNIA  F. KHAROOB

STL010

Semi-Rigid Joints In Bare Steel And  Composite Frames Subjected To Loading In Space Part II: Finite Element Modelling
 //\\ MOHAMED A. DABAON – MAHMOUD  H. EL-BOGHDADI – OMNIA  F. KHAROOB

STL011

Elastic Buckling Of Corrugated Webs With Openings  //\\ ADEL H. SALEM – MOHAMED A. EL AGHOURY – AHMED A. MATLOUB

STL012

Elastic Buckling Of Tapered Plate Girder With Corrugated Web Under Shear
 //\\ ADEL H. SALEM – MOHAMED A. EL AGHOURY – AHMED A. MATLOUB

STL013

Behavior Of Gypsum Sheathed Beam-Column Steel Wall Studs //\\ ABDELRAHIM K. DESSOUKI -  AHMED H. YOUSEF   -  AMAL S. HELMY

STL014

Distortional And Local Buckling Of Cold-Formed C And Z-Sections  //\\ ABDELRAHIM K. DESSOUKI – SHERIF K. HASSAN – AHMED H. YOUSEF – TAMER H. SAYED

STL015

Flexural Torsional Buckling Of Steel T- Sections Subjected To Axial Compressive Force //\\ MAHMOUD I. EL-BANNA   - TAREK G. ABDEL-KAREEM  - AHMED H. YOUSEF   - MONA M. FAWZY

STL016

Strength Of Hollow Section T-Joints Under Bending Moments
 //\\ A. H. SALEM – E. A. SOLIMAN – S. A. IBRAHIM – K. F. FAKHRY

STL017

Inelastic Second Order Analysis Of Steel Frames With Semirigid Connections //\\ MOHAMED A. MOHAMEDIEN – AHMED H. ZUBYDAN

STL018

Proposed Design Model For Mono-Symmetric Over-Hanging I-Beams (Part I- Laterally Restrained)
 //\\ H. A. MOHSEN – A. M. FADEL – A. B. ABDEL-RAHIM – B. L. GINDY

STL019

Proposed Design Model For Mono-Symmetric Over-Hanging I-Beams (Part Ii- Laterally Unrestrained) //\\ H. A. MOHSEN – A. M. FADEL – A. B. ABDEL-RAHIM – B. L. GINDY

STL020

Egyptain Code Of Practice For Steel Construction And Bridges (Allowable Stress Design) In A Copmuter Program Form //\\ S. S. ABED-ELAAL  - F. A. SALEM – E. S. AGUIB  - N. S.MAHMOUD

STL021

Egyptain Code Of Practice For Steel Construction And Bridges (Load And Resistance Factor Design) In A Copmuter Program Form  //\\ S. S. ABED-ELAAL  - F. A. SALEM – E. S. AGUIB  - N. S.MAHMOUD

STL022

New Proposed Slenderness Ratio For Steel Thin-Walled Box-Section Beam-Columns //\\ M. A. KORASHY – A. K. DESSOUKI – S. M. IBRAHIM – MOHAMED M. NASSAR