شماره 1 تاریخ انتشار 2016-06-01

• Structural Reliability: An Assessment Using a New and Efficient Two-Phase Method Based on Artificial Neural Network and a Harmony Search Algorithm
• The Elastic Modulus of Steel Fiber Reinforced Concrete (SFRC) with Random Distribution of Aggregate and Fiber
• The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls
• Investigating the Properties of Asphalt Concrete Containing Glass Fibers and Nanoclay
• Investigation of Peak Particle Velocity Variations during Impact Pile Driving Process
• Three-Dimensional Interfacial Green’s Function for Exponentially Graded Transversely Isotropic Bi-Materials
• Ultimate Load Capacity and Behavior of Thin-Walled Curved-Steel Square Struts, Subjected to Compressive Load
• Seismic Bearing Capacity of Strip Footings on Pile-Stabilized Slopes
• Bending Solution for Simply Supported Annular Plates Using the Indirect Trefftz Boundary Method
• Mechanical Behavior of Concrete, Made with Micro-Nano Air Bubbles
• Permeability Characteristics of Compacted and Stabilized Clay with Cement, Peat Ash and Silica Sand
• Damage Detection of Axially Loaded Beam: A Frequency-Based Method