× |
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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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PERFORMANCE ASSESSMENT OF ISOLATED STRUCTURES WITH ADDED DAMPING |
20,000 ریال |
|
20,000 ریال |
× |
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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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NUMERICAL SIMULATION AND INUNDATION OF TSUNAMI WAVES IN MAKRAN ZONE USING COMMIT-MOST AND GEOWAVE MODELS |
20,000 ریال |
|
20,000 ریال |
× |
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ULTIMATE BEHAVIOUR OF CONTINUOUS COMPOSITE CONCRETE SLABS |
20,000 ریال |
|
20,000 ریال |
× |
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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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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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NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
× |
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CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE |
20,000 ریال |
|
20,000 ریال |
× |
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DEVELOPMENT OF OUTRIGGER CONCEPT IN SPECIAL PLATE SHEAR WALLS STRUCTURAL SYSTEMS FOR TALL BUILDINGS |
20,000 ریال |
|
20,000 ریال |
× |
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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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THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES |
20,000 ریال |
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20,000 ریال |
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