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× |
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AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
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20,000 ریال |
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APPLICATION OF OPEN SOURCE PROGRAMS IN PROBABILISTIC SEISMIC HAZARD ASSESSMENT AND UTILIZATION OF SITE EFFECTS CONCERNING KERMANSHAH REGION WITH EMPHASIZING ON 12 NOV. 2017 EARTHQUAKE (MW=7.3) |
30,000 ریال |
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30,000 ریال |
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× |
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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 |
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20,000 ریال |
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30,000 ریال |
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30,000 ریال |
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IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
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20,000 ریال |
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ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS |
30,000 ریال |
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30,000 ریال |
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توسعه تحلیل پوش اور مدال بهینه شده به منظور برآورد پاسخ لرزه ای قابهای خمشی فولادی در محدوده فروریزش |
30,000 ریال |
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30,000 ریال |
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EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
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20,000 ریال |
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WAVELET ANALYSIS FOR TIDAL GAUGES INCLUDING TSUNAMI DATA |
30,000 ریال |
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30,000 ریال |
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مقایسه پاسخ‌های لرزه‌ای قابهای خمشی فولادی با و بدون هسته گهواره‌ای |
30,000 ریال |
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60,000 ریال |
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FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
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20,000 ریال |
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ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS |
30,000 ریال |
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30,000 ریال |
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IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
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20,000 ریال |
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