Volume 8, Issue 1
مرور بر اساس
ارسال های اخیر
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An Effective Approach for Damage Identification in Beam-Like Structures Based on Modal Flexibility Curvature and Particle Swarm Optimization
(Semnan University, 2020-02-01)In this paper, a computationally simple approach for damage localization and quantification in beam-like structures is proposed. This method is based on using modal flexibility curvature (MFC) and particle swarm optimization ...
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Development of An Artificial Neural Network Model for Asphalt Pavement Deterioration Using LTPP Data
(Semnan University, 2020-02-01)Deterioration models are important and essential part of any Pavement Management System (PMS). These models are used to predict future pavement situation based on existence condition, parameters causing deterioration and ...
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Investigating the Effect of AC Overlays Reinforced with Geogrid and Modified by Sasobit on Rehabilitation of Reflective Cracking
(Semnan University, 2020-02-01)In this paper, the effect of asphalt overlays, which were reinforced with geogrid, modified by sasobit and combination of them on rehabilitation of reflective cracking, is studied. The laboratory tests were conducted under ...
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Damage Detection of Bridge by Rayleigh-Ritz Method
(Semnan University, 2020-02-01)As a result of environmental and accidental actions, damage occurs in structures. The early detection of any defect can be achieved by regular inspection and condition assessment. In this way, the safety and reliability ...
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Reliability and Sensitivity Analysis of Structures Using Adaptive Neuro-Fuzzy Systems
(Semnan University, 2020-02-01)In this study, Adaptive Neuro-Fuzzy Inference System (ANFIS) and Monte Carlo simulation are utilized for reliability analysis of structures. The drawback of Monte Carlo Simulation is the amount of computational efforts. ...
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Investigating the Relation among British Pendulum Number, Mean Texture Depth and Asphalt Content in Hot Mix Asphalt
(Semnan University, 2020-02-01)Pavement surface texture and its skid resistance are two key safety parameters of highways, which both are influenced by pavement characteristics. This research is done on a newly constructed asphalt pavement (Qom-Garmsar ...
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Bridge Bed Strengthening, Disaster Prevention due to Scouring
(Semnan University, 2020-02-01)One of the most important factors in determining the depth of foundations in structures adjacent to the water flow is the scouring phenomenon; the scouring is a phenomenon caused by the interactions between water flow and ...
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Experimental Study of Reinforced Concrete Frame Rehabilitated by Concentric and Eccentric Bracing
(Semnan University, 2020-02-01)Adding steel braces to reinforced concrete frames is a common way for seismic rehabilitation of these structures. Due to ease of installation and the possibility of creating openings in the braced bays, this method of ...
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A New Method for Calculating Earthquake Characteristics and Nonlinear Spectra Using Wavelet Theory
(Semnan University, 2020-02-01)In the present study using the wavelet theory (WT) and later the nonlinear spectrum response of the acceleration (NSRA) resulted in estimating a strong earthquake record for the structure to a degree of freedom. WT was ...
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Torsion Effect on the RC Structures using Fragility Curves Considering with Soil-Structure Interaction
(Semnan University, 2020-02-01)The existence of torsion, as well as consideration of the Soil-Structure Interaction (SSI), increase the natural periods of the structure resulting from a subsequent decrease in the seismic demand of the system. This paper ...
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Seismic Behavior of Semi-Dry Precast Concrete Connections Using Tapered Thread Couplers
(Semnan University, 2020-02-01)The worldwide use of precast concrete frames leads to an increase in the need for the investigation of efficient precast connections, particularly in the seismic regions. The current paper provides a numerical and experimental ...
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Time-Dependent Structural Behavior of Repaired Corroded RC Columns Located in a Marine Site
(Semnan University, 2020-02-01)The chloride corrosion of reinforcing steel in reinforced concrete (RC) structures is a significant reason for premature deterioration and failure of RC structures in aggressive environments such as the Persian Gulf region. ...



