إسلام سامي
عضو نشط
- إنضم
- 27 يونيو 2005
- المشاركات
- 267
- مجموع الإعجابات
- 56
- النقاط
- 28
Title | URL |
Practical Design of Steel Structures |
|
FEMA P-751: Chapter 6: Structural Steel Design |
|
The Behaviour and Design of Steel Structures to EC3, Fourth edition |
Islam Samy in Design StructuralThe Behaviour and Design of Steel Structures to EC3, Fourth edition
|
Building Code Requirements for Structural Concrete (ACI 318-14) & Its Commentary (ACI 318R-14) |
![]() Islam Samy in Design StructuralBuilding Code Requirements for Structural Concrete (ACI 318-14) & Its Commentary (ACI 318R-14)
|
Yield Line Analysis of Column Webs |
|
Yield Line Analysis of Web Connection in Direct Tension |
|
Bolted Connections for Rectangular Hollow Sections under Tensile Loading |
![]() Islam Samy in Design StructuralBolted Connections for Rectangular Hollow Sections under Tensile Loading
|
Dr. Seshu Adluri - Structural Steel Design_Composite Beams |
![]() |
Tips for Avoiding Crane Runway Problems |
|
University of Alberta - Design and Behaviour of Extended Shear Tabs under Combined Loads |
Islam Samy in Design StructuralUniversity of Alberta - Design and Behaviour of Extended Shear Tabs under Combined Loads
|
BEHAVIOR OF DIAGONAL KNEE MOMENT END-PLATE CONNECTIONS |
|
The Structural Behavior of Connections of Cold-formed Steel Portal Frames |
Islam Samy in Design StructuralThe Structural Behavior of Connections of Cold-formed Steel Portal Frames
|
Testing and Design of Bolted Connections in Cold Formed Steel Sections |
Islam Samy in Design StructuralTesting and Design of Bolted Connections in Cold Formed Steel Sections
|
KIRBY'S TECHNICAL HANDBOOK |
![]() |
COLD-FORMED STEEL DESIGN |
|
Local Bending of Beam Flange due to Single Point Load |
|
Structural Steel Design to Eurocode 3 and AISC Specifications |
![]() |
Structural Design of Buildings |
![]() |
Steelwise - Reinforcing the Point |
![]() |
Steelwise - Economical Weld Design |
|
Steelwise - Choose The Moment |
|
SteelWise- Saying What You Mean |
|
SteelWise- All About Bolts |
|
Steel Structures Design ASD/LRFD - Alan Williams |
|
Standard for Composite Steel Deck |
|
STABILITY ANALYSIS OF PIPE RACKS FOR INDUSTRIAL FACILITIES |
|
Notes on Design of Double-Angle and Tee Shear Connections for Gravity and Seismic Loads |
|
Design of Special Concentric Braced Frames |
|
STEEL BUILDINGS IN EUROPE - Single-Storey Steel Buildings - Part 11: Moment Connections |
Islam Samy in Design StructuralNotes on Design of Double-Angle and Tee Shear Connections for Gravity and Seismic Loads
|
STEEL BUILDINGS IN EUROPE - Single-Storey Steel Buildings - Part 4: Detailed Design of Portal Frames |
|
Simpler Shear Connections : Design procedures for single-plate shear connections |
Islam Samy in Design StructuralSTEEL BUILDINGS IN EUROPE Single-Storey Steel Buildings Part 11: Moment Connections
|
Significant Changes to the Wind Load Provisions of ASCE 7-10 : An Illustrated Guide |
Islam Samy in Design StructuralSTEEL BUILDINGS IN EUROPE Single-Storey Steel Buildings Part 4: Detailed Design of Portal Frames
|
Significant Changes to the Seismic Load Provisions of ASCE 7-10 : An Illustrated Guide |
Islam Samy in Design StructuralSimpler Shear Connections Design procedures for single-plate shear connections
|
Strength of Welded Joints Under Combined Shear and Out-of-Plane Bending |
Islam Samy in Design StructuralSignificant Changes to the Wind Load Provisions of ASCE 7-10 : An Illustrated Guide
|
Seismic Design Provisions of ASCE/SEI 7-2005 - Part 1 |
![]() Islam Samy in Design StructuralSignificant Changes to the Seismic Load Provisions of ASCE 7-10 : An Illustrated Guide
|
Seismic Design Provisions of ASCE/SEI 7-2005 - Part 3 |
Islam Samy in Design StructuralStrength of Welded Joints Under Combined Shear and Out-of-Plane Bending
|
SEISMIC EVALUATION OF PIPE RACK SUPPORTING STRUCTURES IN A PETROCHEMICAL COMPLEX IN IRAN |
|
Seismic design of structural steel pipe racks |
|
SEISMIC DESIGN OF STEEL STRUCTURES |
Islam Samy in Design StructuralSEISMIC EVALUATION OF PIPE RACK SUPPORTING STRUCTURES IN A PETROCHEMICAL COMPLEX IN IRAN
|
Seismic Design of Concentrically Braced Frames |
|
Seismic Design for Petrochemical Facilities As Per NBCC 2005 |
![]() |
C-2011 Standard for Composite Steel Floor Deck-Slabs |
|
Braced Frame Gusset Plate Connections for Seismic Design |
|
SCI P281 : Design of Curved Steel |
|
SCI P252 : Design of Single-Span Steel Portal Frames to BS 5950-1:2000 |
![]() |
University of Central Florida - CES 6209 Structural Dynamics- SAP2000 (v.9) : Tutorial of Modal Analysis |
![]() |
Design of Fully Restrained Moment Connections per AISC LRFD 3rd Edition (2001) |
|
SHEAR LAG IN SLOTTED GUSSET PLATE CONNECTIONS TO TUBES |
Islam Samy in Design StructuralSCI P252 : Design of Single-Span Steel Portal Frames to BS 5950-1:2000
|
CONNECTION DESIGN IN THE 2005 AISC SPECIFICATION |
Islam Samy in Design StructuralUniversity of Central Florida - CES 6209 Structural Dynamics- SAP2000 (v.9) : Tutorial of Modal Analysis
|
Analysis, Design & Construction of Steel Space Frames |
Islam Samy in Design StructuralDesign of Fully Restrained Moment Connections per AISC LRFD 3rd Edition (2001)
|
| |
| |
![]() |