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× |
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MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECTS OF SECONDARY STATIC STRESS TRIGGERING ON THE SPATIAL DISTRIBUTION OF AFTERSHOCKS, A CASE STUDY, 2003 BAM EARTHQUAKE (SE IRAN) |
30,000 ریال |
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30,000 ریال |
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× |
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ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS |
30,000 ریال |
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30,000 ریال |
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× |
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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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× |
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APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
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20,000 ریال |
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× |
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IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
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20,000 ریال |
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× |
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ارزیابی آسیب‌پذیری بخشی از ساختمان‌ها در زلزله کرمانشاه 1396 |
30,000 ریال |
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30,000 ریال |
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× |
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THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES |
20,000 ریال |
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40,000 ریال |
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× |
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STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
20,000 ریال |
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20,000 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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