Volume 7, Issue 2
مرور بر اساس
ارسال های اخیر
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Estimating Inter-Story Drift in High Rise Buildings with the Flexural and Shear Cantilever Beam and Mode-Acceleration Method
(Semnan University, 2019-05-01)In this study, the seismic inter-story drift of structures is estimated by a combination of mode-acceleration equations with the modelling of high-rise buildings with flexural and shear cantilever beams. In the equation ...
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A Method for Predicting Pile Capacity Using Cone Penetration Test Data
(Semnan University, 2019-05-01)The massive construction in poor lands has encouraged engineers to use deep foundations in order to transfer superstructure loads to the subsoil. Since soil excavation, sampling, and laboratory testing as a part of site ...
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Free Vibration Analysis of Steel Framed Structures
(Semnan University, 2019-05-01)This study based on free vibration analysis and study the behavior of framed structure under different frequency of vibration using ANSYS software and shaking table. A small scale uni-axial shaking table was prepared in ...
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Stepwise Regression for Shear Capacity Assessment of Steel Fiber Reinforced Concrete Beams
(Semnan University, 2019-05-01)Inclusion of steel fibers to concrete progresses the flexural and tensile capacities of concrete. Consequently the shear capacity of concrete flexural members improve. Predicting the shear capacity of concrete beams ...
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Analytical Assessment of Reinforced Concrete Frames Equipped with TADAS Dampers
(Semnan University, 2019-05-01)In recent years, it is considerably attempted to develop the concept of energy dissipation as an applicable technology to overcome the energy released by earthquakes. The passive control systems such as metallic dampers ...
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Seismic Retrofitting the Steel Storage Tanks using Single Concave Friction Isolators under the Long Period Earthquakes
(Semnan University, 2019-05-01)Cylindrical liquid storage tanks are contemplated as vital structures in industrial complex whose nonlinear dynamic behavior is of crucial importance. Some of these structures around the world have demonstrated poor seismic ...
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Seismic Fragility Assessment of Steel SMRF Structures under Various Types of Near and Far Fault Ground Motions
(Semnan University, 2019-05-01)In this paper, the seismic collapse probability of special steel moment-resisting frame (SSMRF) structures, designed to 4th edition of Iranian seismic design code, under near fault pulse-like and far fault ordinary ...
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Assessing Seismic Performance of the Elliptic Braced Moment Resisting Frame through Pushover Method
(Semnan University, 2019-05-01)The seismic performance of elliptic braced moment resisting frame (ELBRF) is assessed here and is found that the structural behavior is improved and is of free of architectural space. The demand for seismic performance of ...
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Experimental Study for Strength Capacity of Cold-Formed Steel Joists Connections with Consideration of Various Bolts Arrangements
(Semnan University, 2019-05-01)With growth the construction technologies, Cold-Formed Steel, CFS, sections are widely used in ordinary steel buildings because of some advantages such as light weight, ease of installation, decrease in cost, and increase ...
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Extraction of Model Parameters for Reactive Solute Transport
(Semnan University, 2019-05-01)Rock material is common in the construction of hydraulic structures. In the present study, to the aim is to examine the reactive solute relationships for transport and degradation processes through the rockfill media. By ...
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Evaluating the Performance of the Buckling Restrained Braces in Tall Buildings with Peripherally Braced Frames
(Semnan University, 2019-05-01)In recent years, seismic design of structures has been undergoing significant changes as a result of increasing demand for optimization and minimizing the level of damage and reducing the cost of structural repairs, the ...
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Testing and Numerical Modelling of Steel-Concrete-Steel with Stud Bolts Connectors Subject to Push-Out Loading
(Semnan University, 2019-05-01)Steel-concrete-steel (SCS) sandwich panels are composed of two steel plates with low thicknesses and high densities and strengths and one thick layer between both plates with low strength and density known as core that is ...



