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× |
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COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS |
20,000 ریال |
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20,000 ریال |
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× |
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MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS |
20,000 ریال |
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20,000 ریال |
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× |
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PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING |
20,000 ریال |
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20,000 ریال |
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× |
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USE OF ASYMMETRIC BUCKLING RESTRAINED BRACES IN ZIPPER FRAMES FOR IMPROVEMENT OF PEAK AND RESIDUAL RESPONSE |
20,000 ریال |
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20,000 ریال |
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× |
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COMPARING PID AND LQR CONTROL METHODS FOR ACTIVE VIBRATION CONTROL OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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A GROUND MOTION PREDICTION EQUATION FOR CAV IN ZAGROS |
20,000 ریال |
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20,000 ریال |
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× |
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A REVIEW ON SONIC WAVE PROPAGATION IN ROCKS |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF SEISMIC RESPONSE OF TALL BUILDINGS WITH FRAMED TUBE SKELETONS IN HIGH SEISMIC AREAS |
20,000 ریال |
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20,000 ریال |
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× |
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DETERMINIG DESIGN SPECTRUM OF HORIZONTAL ACCELERATION FOR IRAN SOIL TYPE II AND COMPARING WITH THE REFLECTANCE SPECTRUM USED IN STANDARD 2800 (VERSION 3) |
20,000 ریال |
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20,000 ریال |
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× |
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REASSESSMENT OF FIFTY YEARS OF SEISMICITY IN SIMAV-GEDIZ GRABENS (WESTERN TURKEY), BASED ON CALIBRATED EARTHQUAKE RELOCATIONS |
20,000 ریال |
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20,000 ریال |
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× |
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NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
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20,000 ریال |
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× |
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INVESTIGATION OF THE BRIDGE’S DESIGN CODES THROUGH NEAR FAULT’S EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE NECESSITY TO ESTABLISH LOCAL SEISMIC HAZARD MAPS FOR URBAN REGIONS |
20,000 ریال |
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20,000 ریال |
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× |
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MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE |
20,000 ریال |
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20,000 ریال |
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× |
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DEVELOPMENT OF OUTRIGGER CONCEPT IN SPECIAL PLATE SHEAR WALLS STRUCTURAL SYSTEMS FOR TALL BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION |
20,000 ریال |
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20,000 ریال |
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× |
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NUMERICAL SIMULATION AND INUNDATION OF TSUNAMI WAVES IN MAKRAN ZONE USING COMMIT-MOST AND GEOWAVE MODELS |
20,000 ریال |
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20,000 ریال |
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× |
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ULTIMATE BEHAVIOUR OF CONTINUOUS COMPOSITE CONCRETE SLABS |
20,000 ریال |
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20,000 ریال |
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× |
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PERFORMANCE ASSESSMENT OF POWER DISTRIBUTION NETWORK IN 2013 BUSHEHR, IRAN EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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EFECT OF RIGIDITY OF BEAM TO COLUMN CONNECTION IN STRENGTH AND STIFFNESS OF THE INFILL FRAME |
20,000 ریال |
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20,000 ریال |
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