شماره 1 تاریخ انتشار 2019-02-01

• A two-step method for damage identification and quantification in large trusses via wavelet transform and optimization algorithm
• Modeling of Resilient Modulus of Asphalt Concrete Containing Reclaimed Asphalt Pavement using Feed-Forward and Generalized Regression Neural Networks
• A laboratory investigation on the potential of computational intelligence approaches to estimate the discharge coefficient of piano key weir
• On the Local Scour around Group Piers in Series by Experimental Tests
• Cross Section Effects on Convergence-Confinement Method in Multi Stage Tunnel Excavation
• An optimal semi-active thermal exchange-Fuzzy logic Controller for Structural Dynamic Control and Rehabilation
• Experimental investigation of octagonal partially encased composite columns subject to concentric and eccentric loading
• Energy life cycle analysis of a residential building with the help of BIM in different climates of Iran
• Reliability and Sensitivity Analysis of Structures Using Adaptive Neuro-Fuzzy Systems
• Comparison of Seismic Input Energy Based on the Characteristics of Structural Hysteretic Behavior
• Experimental comparison of sacrificial piles and submerged vanes as scour countermeasures around bridge pier
• Effect of the frequency content of earthquake excitation on damage detection in steel frames
• New Lateral Force Distribution for Seismic Design of Structures Based on Seismic Demand Ratio
• Seismic evaluation of reinforced concrete moment frames retrofitted with steel braces using IDA and Pushover methods in the near-fault field
• An experimental and numerical study on the bearing capacity of circular and ring footings on rehabilitated sand slopes with geogrid
• Testing and numerical modelling of Steel-Concrete-Steel with stud bolts connectors subject to push-out loading
• Evaluating the Performance of the Buckling Restrained Braces in Tall Buildings with peripherally braced frames
• Seismic Rehabilitation of Liquid Storage Tanks using Friction Pendulum Base Isolation subjected to the Near-Fault Ground Motions
• Forecasting of Shear Strength of Concrete Beam Reinforced with FRP Bar
• Extraction of model parameters for reactive solute transport