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× |
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AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS |
20,000 ریال |
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20,000 ریال |
|
× |
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ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
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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MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES |
20,000 ریال |
|
20,000 ریال |
|
× |
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DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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OPTIMAL PERFORMANCE-BASED DESIGN OF STEEL BRACED FRAMES BY PSO AND FA METAHEURISTICS |
20,000 ریال |
|
20,000 ریال |
|
× |
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DEVELOPING A GIS-BASED MODEL FOR ROAD BLOCKAGE ASSESSMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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STRUCTURAL DAMAGE DETECTION USING BASIS PURSUIT AND EARTHQUAKE TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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A STOCHASTIC-SPECTRAL FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTO-DYNAMIC PROBLEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
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LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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GENERATING THE EQUIVALENT LINEAR SYSTEMS OF NON-LINEAR MULTI-DEGREE OF FREEDOM STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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