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OMAN SEISMOLOGICAL NETWORK AND SEISMICITY |
20,000 ریال |
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20,000 ریال |
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× |
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SIMULATION OF NEAR FAULT GROUND MOTIONS USING NEURO-FUZZY NETWORKS AND WAVELET ANALYSIS |
20,000 ریال |
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20,000 ریال |
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× |
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HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS? |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM |
20,000 ریال |
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20,000 ریال |
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× |
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RAPID ESTIMATION OF FRAGILITY CURVES USING ENDURANCE TIME METHOD |
20,000 ریال |
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20,000 ریال |
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× |
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DAMAGE DETECTION METHOD USING POWER SPECTRAL DENSITY FUNCTION |
20,000 ریال |
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20,000 ریال |
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× |
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ACTIVE STRUCTURAL CONTROL BY POLE ASSIGNMENT METHOD CONSIDERING SOIL-STRUCTURE INTERACTION EFFECTS |
20,000 ریال |
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20,000 ریال |
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× |
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HIGH RESOLUTION IMAGE OF UPPERMOST MANTLE BENEATH ZAGROS CONTINENTAL COLLISION |
20,000 ریال |
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20,000 ریال |
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× |
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EARTHQUAKE ASSOCIATIONS’ WEBSITES: VISIBILITY AND CO-LINKS ANALYSIS |
20,000 ریال |
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20,000 ریال |
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× |
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PERFORMANCE OF MIDRISE ASYMMETRIC STEEL BUILDINGS WITH PERIMETER MOMENT FRAMES AND INTERNAL BRACED FRAMES AGAINST STRONG GROUND MOTIONS |
20,000 ریال |
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20,000 ریال |
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A STOCHASTIC-SPECTRAL FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTO-DYNAMIC PROBLEMS |
20,000 ریال |
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20,000 ریال |
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EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN |
20,000 ریال |
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20,000 ریال |
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