Volume 26, Issue 1
مرور بر اساس
ارسال های اخیر
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Enhanced vibrating particles system algorithm for damage identification of truss structures
(Sharif University of Technology, 2019-02-01)Vibrating particles system (VPS) optimization is a recently developed metaheuristic algorithm for optimization. This algorithm is inspired by the free vibration of freedom systems' single degree with viscous damping. In ...
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Evaluation of Peak Ground Acceleration for the City of Kerman through Seismic Hazard Analysis
(Sharif University of Technology, 2019-02-01)In this paper, Probabilistic Seismic Hazard Analysis (PSHA) approach is used to evaluate the distribution of Peak Ground Acceleration (PGA) and their corresponding probabilities for Kerman region in S-E of Iran. The ...
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Determining Shear Capacity of Ultra-high Performance Concrete Beams by Experiments and Comparison with Codes
(Sharif University of Technology, 2019-02-01)In this research, nineteen specimens of ultra-high performance fiber-reinforced concrete rectangular beams are made and their shear resistance is determined experimentally. The results are compared with estimations by ACI ...
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Experimental Evaluation of Effective Parameters on Characteristic Curves of Hydraulic Ram-Pumps
(Sharif University of Technology, 2019-02-01)Abstract The effects of non-dimensional parameters on the characteristic curves of a ram pump were evaluated in this study using an experimental model. To do so, after providing dependent and independent parameters using ...
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Near-Fault Effects on RC Buildings’ Demand in Linear and Nonlinear Analyses
(Sharif University of Technology, 2019-02-01)Strong ground motions of near-fault earthquakes are mostly generated by forward-directivity effects. Forward-directivity effects develop energetic pulses particularly in horizontal velocity history of fault-normal component. ...
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Discharge and flow field simulation of open channel sewer junction using artificial intelligence methods
(Sharif University of Technology, 2019-02-01)One of the most important parameters in designing of sewer structures is the ability to accurately simulation the discharge and velocity field of them. Among the various sewer receiving inflow methods, open channel junctions ...
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Application of smoothed Finite element method in coupled hydro-mechanical analyses
(Sharif University of Technology, 2019-02-01)Smoothed finite element method (SFEM) was introduced by application of the stabilized conforming nodal integration in the conventional finite element method. In this method, integration is performed on “smoothing domains" ...
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Antecedent rainfall induced shallow landslide-A case study of Yunnan landslide, China
(Sharif University of Technology, 2019-02-01)We present a case study of antecedent rainfall-induced failure of engineering slope. The impact of pore-water pressure, the increment of pore-water pressure, and water content, the factor of safety are investigated by ...
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Tensile strength parameters controlling of zeolite-cemented sands
(Sharif University of Technology, 2019-02-01)Treating soil with cement and zeolite is widely used in soil stabilization. This research intends to quantify the impact of cement and zeolite contents, porosity index, voids/cement ratio on zeolite cemented sands by the ...
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ON-LINE SEISMIC DATABASE WITH SEISMOLOGICAL AND STRUCTURAL PARAMETERS
(Sharif University of Technology, 2019-02-01)In this paper a new free on-line seismic database is presented. The database has 15 seismological and 26 deducted engineering parameters to search for available records for structural seismic analysis. As known, the selection ...
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Domain reduction method for seismic analysis of dam-foundation-fault system
(Sharif University of Technology, 2019-02-01)Numerical simulation of dam-foundation-fault system, considering the earthquake source, propagation path, and local site e ects, was carried out for realistic and reasonable seismic safety analysis of concrete dams. The ...
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Influence of masonry panels with openings on the seismic response of reinforced concrete infilled frames
(Sharif University of Technology, 2019-02-01)Due to architectural considerations, openings are required in masonry infill panels. In this study, a pushover analysis is carried out to assess the behavior of RC infilled frames with emphasis on the effect of openings ...
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Effects of the First reinforcement depth on different types of geosynthetics
(Sharif University of Technology, 2019-02-01)In this study, the performance of the first reinforcement layer depth for sand subbase of a road or construction was investigated with plate load laboratory tests. Unreinforced and reinforced experiments for different ...



