| 381 | Circular Base Plates with a Gap under Large Eccentric Load | A. A. Gholampour, Morteza Naghipour, A. Sobati | MECHANICS OF ADVANCED MATERIALS AND STRUCTURES | 2013 |
| 382 | Performance of longitudinal grooves to prevent debonding of GFRP sheets used for the reinforcement of WPC beams | Morteza Naghipour, Shahin lale Arefi, Mehdi Nematzadeh | European Journal of Environmental and Civil Engineering | 2013 |
| 383 | Seismic Behavior Assessment of RBS and AW-RBS Moment Resistant Connections with Double I-Beam | Morteza Naghipour, Saleh M. Ebrahimzadeh S. | iranica journal of energy and environment | 2013 |
| 384 | Modeling and Experimental Studies on Pre-Loaded Reinforced Concrete Beams Strengthened by External Reinforcement | Morteza Naghipour, mohammadi doostdar hosein, Marzieh Nemati, | iranica journal of energy and environment | 2013 |
| 385 | Analysis and Design Procedure of Corner Gusset Plate Connection in BRBFs | Morteza Naghipour, Gholamreza Abdollahzadeh, Mehdi Shokri | iranica journal of energy and environment | 2013 |
| 386 | Comparing Seismic Parameters in Dual Systems Equipped with Concentric and Eccentric Braces and Side Plate Connection | r. karimnezhad, Morteza Naghipour, Zohreh Rahmani, Javad Vaseghi Amiri | MIDDLE EAST JOURNAL OF SCIENTIFIC RESEARCH | 2013 |
| 387 | Circular Base Plates with a Gap under Large Eccentric Load | A. A. Gholampour, Morteza Naghipour, A. Sobati | MECHANICS OF ADVANCED MATERIALS AND STRUCTURES | 2013 |
| 388 | Performance of longitudinal grooves to prevent debonding of GFRP sheets used for the reinforcement of WPC beams | Morteza Naghipour, Shahin lale Arefi, Mehdi Nematzadeh | European Journal of Environmental and Civil Engineering | 2013 |
| 389 | Seismic Behavior Assessment of RBS and AW-RBS Moment Resistant Connections with Double I-Beam | Morteza Naghipour, Saleh M. Ebrahimzadeh S. | iranica journal of energy and environment | 2013 |
| 390 | Modeling and Experimental Studies on Pre-Loaded Reinforced Concrete Beams Strengthened by External Reinforcement | Morteza Naghipour, mohammadi doostdar hosein, Marzieh Nemati, | iranica journal of energy and environment | 2013 |
| 391 | Compressing fresh concrete technique and the effect of excess water content on physical mechanical properties of compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | MATERIALS and DESIGN | 2012 |
| 392 | Compressive strength and modulus of elasticity of freshly compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | CONSTRUCTION AND BUILDING MATERIALS | 2012 |
| 393 | Compressing fresh concrete technique and the effect of excess water content on physical mechanical properties of compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | MATERIALS and DESIGN | 2012 |
| 394 | Compressive strength and modulus of elasticity of freshly compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | CONSTRUCTION AND BUILDING MATERIALS | 2012 |
| 395 | Compressing fresh concrete technique and the effect of excess water content on physical mechanical properties of compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | MATERIALS and DESIGN | 2012 |
| 396 | Compressive strength and modulus of elasticity of freshly compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | CONSTRUCTION AND BUILDING MATERIALS | 2012 |
| 397 | Compressing fresh concrete technique and the effect of excess water content on physical mechanical properties of compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | MATERIALS and DESIGN | 2012 |
| 398 | Compressive strength and modulus of elasticity of freshly compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | CONSTRUCTION AND BUILDING MATERIALS | 2012 |
| 399 | Compressing fresh concrete technique and the effect of excess water content on physical mechanical properties of compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | MATERIALS and DESIGN | 2012 |
| 400 | Compressive strength and modulus of elasticity of freshly compressed concrete | Mehdi Nematzadeh A., Morteza Naghipour | CONSTRUCTION AND BUILDING MATERIALS | 2012 |
