× |
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EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES |
20,000 ریال |
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20,000 ریال |
× |
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ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS |
20,000 ریال |
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20,000 ریال |
× |
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THE EFFECT OF FOUNDATION ADJACANCY ON SEISMIC INPUT MOTIONS: THE CASE OF TWO STRIP EMBEDED FOUNDATIONS |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS |
20,000 ریال |
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20,000 ریال |
× |
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ASSESSMENT OF THE PARK & ANG DAMAGE INDEX FOR PERFORMANCE LEVELS OF RC MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC EVALUATION OF A STEEL STRUCTURE USING COMBINATION OF VISCOUS DAMPER AND CBF BRACINGS ONDER NEAR FAULT-EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
× |
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COMPARING NONLINEAR BEHAVIOR OF TRF AND EBF LATERAL RESISTANT SYSTEMS UNDER CYCLIC LOADING |
20,000 ریال |
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20,000 ریال |
× |
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STRUCTURAL DAMAGE DETECTION USING BASIS PURSUIT AND EARTHQUAKE TIME HISTORY ANALYSIS |
20,000 ریال |
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20,000 ریال |
× |
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COMPARISON OF DUAL SCALING WITH AMPLITUDE SCALING OF EARTHQUAKE RECORDS FOR TIME HISTORY ANALYSIS |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC INVESTIGATIONS OF MASONRY INFILLED REINFORCED CONCRETE FRAMES |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS |
20,000 ریال |
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20,000 ریال |
× |
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INVESTIGATION OF DYNAMIC RESPONSE OF BRIDGES UNDER MOVING MASS |
20,000 ریال |
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20,000 ریال |
× |
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LITHOSPHERIC STRUCTURE OF NORTH ZAGROS USING JOINT INVERSION OF RECEIVER FUNCTION AND SURFACE WAVE DISPERSION |
20,000 ریال |
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20,000 ریال |
× |
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A NUMERICAL STUDY ON THE DAMAGED RC SHEAR WALLS WITH OPENINGS RETROFITTED BY FRP SHEETS |
20,000 ریال |
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20,000 ریال |
× |
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AN INTRODUCTION OF URBAN DESIGN AS A TOOL FOR DISASTER RESILIENCE |
20,000 ریال |
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20,000 ریال |
× |
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STUDY ON SEISMIC ANALYSIS OF BUILDINGS USING COMBINATION OF DIFFERENT ISOLATION SYSTEMS |
20,000 ریال |
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20,000 ریال |
× |
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A PROPOSAL FOR PLASTIC HINGES MODIFICATION FACTORS FOR DAMAGED STEEL MOMENT FRAME |
20,000 ریال |
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20,000 ریال |
× |
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PARAMETRIC STUDY ON OPTIMUM DETERMINATION OF DOUBLE TUNNED MASS DAMPER (DTMD) CHARACTERISTICS FOR MOMENT – RESISTING STEEL FRAMES UNDER SEISMIC LOADING |
20,000 ریال |
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20,000 ریال |
× |
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CRUSTAL GEOMETRY AND TRASNSITION ZONE BOUNDARIES BENEATH IRAN |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC PERFORMANCE STUDY OF UNREINFORCED AND MESH REINFORCED MASONRY BUILDINGS |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs |
20,000 ریال |
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20,000 ریال |
× |
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DEVELOPMENT OF SIMPLE METHOD FOR RECORD SELECTION IN STRUCTURAL COLLAPSE RISK ASSESSMENT |
20,000 ریال |
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20,000 ریال |
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