مرور Volume 39, C1 بر اساس عنوان
در حال نمایش موارد 1 - 10 از 10
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ANALYTICAL SOLUTION FOR CALCULATION OF BEARING CAPACITY OF SHALLOW FOUNDATIONS ON GEOGRID-REINFORCED SAND SLOPE
(Shiraz University, 2015-02-01)The bearing capacity of foundations resting on slopes is commonly calculated usingempirical equations. In recent years, it has been demonstrated that geosynthetic reinforced soil canenhance the foundation bearing capacity. ...
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CANONICAL FORMS FOR CALCULATING THE EIGENFREQUENCIES AND BUCKLING LOADS OF SYMMETRIC SPACE TRUSSES
(Shiraz University, 2015-02-01)For dynamic analysis of structure, the calculation of eigenvalues and eigenvectors isnecessary. When the structural models are symmetric, such calculation can be simplified usingsome of the concepts of graph theory. In ...
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EVALUATING TOPOLOGY DESIGN OF MATERIAL LAYOUT IN STEEL PLATE STRUCTURES WITH HIGH STIFFNESS AND EIGENFREQUENCY
(Shiraz University, 2015-02-01)This study presents optimal distributions of steel materials in steel thin plate structuresdetermined by using a classical element-wise and the present node-wise topology optimizationdesign methods for a dynamic problem. ...
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AN INVESTIGATION OF BACTERIAL CALCIUM CARBONATE PRECIPITATION IN ORGANIC SOIL FOR GEOTECHNICAL APPLICATIONS
(Shiraz University, 2015-02-01)This study focused on the process of bacterial calcium carbonate (CaCO3) precipitation(BCCP) in organic soil. Two samples, organic soil and sand, in glass boxes having dimensions6×6×2 cm were immersed in bacterial medium ...
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OPTIMUM PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS USING CHARGED SYSTEM SEARCH
(Shiraz University, 2015-02-01)In this paper, optimum parameters of Tuned Mass Dampers (TMD) are determinedto minimize the dynamic response of multi-story building systems under seismic excitations.Charged System Search (CSS), as an efficient optimization ...
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PERFORMANCE OF RC BEAMS STRENGTHENED FOR SHEAR AND FLEXURE USING DIFFERENT SCHEMES OF U-SHAPED CFRP ANCHORAGES AND/OR STRIPS
(Shiraz University, 2015-02-01)Deficiencies of RC structures can be overcome by strengthening/retrofitting usingdifferent strengthening methodologies. This paper emphasises the effectiveness of externallyapplied U-shaped CFRP anchorages/strips on the ...
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PREDICTION OF SOIL-WATER CHARACTERISTIC CURVE USING GENE EXPRESSION PROGRAMMING
(Shiraz University, 2015-02-01)Soil–Water Characteristic Curve (SWCC) is one of the most important parts of anymodel that describes unsaturated soil behavior as it explains the variation of soil suction withchanges in water content. In this research, ...
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THE PROPERTIES OF SCALE EFFECT ON THE DENSITY OF ROCKFILL MATERIALS BASED ON FRACTAL THEORY
(Shiraz University, 2015-02-01)To study the scale effect on the density of rockfill materials, the relative density testswere carried out by physical tests and numerical tests. Fractal theory was drawn into the grading ofrockfill materials. Then, the ...
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SEISMIC PERFORMANCE OF RC FRAMES RETROFITTED BY FRP AT JOINTS USING A FLANGE-BONDED SCHEME
(Shiraz University, 2015-02-01)A new, FRP flange-bonded scheme, with practical application to 3D RC frames andwith the aim of relocating plastic hinges away from the joints is presented and its performance iscompared with that of the web-bonded scheme. ...
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STRENGTH AND FRACTURE PROPERTIES OF HYBRID FIBRE REINFORCED CONCRETE
(Shiraz University, 2015-02-01)This paper investigated the shear, impact and fracture strengths of high-strengthconcrete reinforced with two different industrial waste fibres. Locally available steel lathe wasteand nylon waste were used at different ...



