Volume 4, Issue 1
مرور بر اساس
ارسال های اخیر
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Simulation of the Reactive Powder Concrete (RPC) Behavior Reinforcing with Resistant Fiber Subjected to Blast Load
(Semnan University, 2016-02-01)In research or experimental works related to blast loads, the amount of explosion material and distance of explosion point are very important. So, in this paper has been attempted to present a parametric study of the ...
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The Effect of Opening on Stiffness and Strength of Infilled Steel Frames
(Semnan University, 2016-02-01)Infilled walls are the major non-structural elements which have significant effects on the seismic behavior of structures. The shape and strength of the brick elements are the main parameters affect the strength of the ...
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Laboratory Study on the Effect of Water Cations’ Concentrations on the Bojnord Clay Consolidation Process
(Semnan University, 2016-02-01)The initial consolidation settlement process of saturated cohesive soils has been one of the most important issues to geotechnical engineers especially in important and sensitive structures based which are located on ...
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Mechanistic-Empirical Analysis of Asphalt Dynamic Modulus for Rehabilitation Projects in Iran
(Semnan University, 2016-02-01)In the Mechanistic–Empirical Pavement Design Guide (MEPDG), dynamic modulus of asphalt mixes is used as one of the input parameters in pavement analysis and design. For in-service pavements, MEPDG method uses a combination ...
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Seismic Retrofit of a Historical Building in Tehran University Museum Using FRP Technology and Steel Jacketing
(Semnan University, 2016-02-01)In this paper evaluation of seismic capacity of a historical building is carried out. It had been used as a national library about 40 years ago. Also, before that, it had been constructed as a part of a Royal complex. This ...
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Studying the influence of Geometric Characteristics and Arrangement of FRP Layers on Rehabilitation of Concrete Shear Walls
(Semnan University, 2016-02-01)During recent years, the use of fiber-reinforced polymers (FRP) as a desirable alternative for improving the behavior of lateral resisting system are known. There are various factors influencing the quality of such kind ...
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Improving the Punching Shear Strength of RC Slabs by FRP and Steel Sheets
(Semnan University, 2016-02-01)This paper deals with the modeling of punching shear failure in reinforced concrete slabs using nonlinear finite element analysis. The 3D finite element analyses (FEA) were performed with the appropriate modeling of element ...



