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Number of publications : 27
Nonlinear Analysis of Tubular Steel-Concrete Composite Columns
Full paper
Structural Behavior of Concrete Encased Steel Beams
Full paper
Design Synthesis for Multi-Bay Steel Frames According To ECP’ 01
Full paper
Optimal Structural Design of Prestressed Concrete Beams in View of ECC 2001
Full paper
An Innovative Structural System for Large Inground RC Storage Tanks
Full paper
Behavior of Masonry Circular Tanks Optimum Design of One-Bay Portal Steel Frames
Full paper
Nonlinear Analysis of Post Tensioned Prestressed Concrete Beams Using External Tendons On Predicting Creep Towards High-Strength Concrete
Full paper
Modeling the Stress-Strain Behavior of Confined Concrete Columns
Full paper
Minimum Weight Design of One-Bay Two-Hinged Portal Steel Frames According to ECP’01
Full paper
Towards A Comprehensive Stress-Strain Model for Confined Concrete Columns
Full paper
Nonlinear Analysis of Mechanical Joints for Mixed Structures
Full paper
Analytical Study on The Structural Application of A New Type of Hybrid Bridges On Computing Effective Moment of Inertia for Reinforced Concrete Structures A Comparison Study Between Short Reinforced Concrete Circular Columns and Concrete-Filled Steel Tubes Analytical Study on A Reinforced Concrete Arch Structure Nonlinear Analysis of Deep Structural Elements with and without Openings Innovation in New Construction Method for Long Span Cable Stayed Bridges Analytical Study of a Push-Out Test on Headed Stud Shear Connectors Experimental Investigation on A new Construction Technique for Hybrid Bridges Nonlinear Analysis of Reinforced Concrete Frames Using Different Displacement Functions Experimental Studies on the Basic Creep of Cement Paste, Mortar and Concrete
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Analysis of Grid Foundations Resting on Elastic Soils From Where the Differences in the Nonlinear Analysis of Reinforced Concrete Come? Optimization of Steel Structures Using Particle Swarm Technique
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A Model to Predict Life-Cycle-Cost of Reinforced Concrete Structures in Marine Environments
Full paper
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