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× |
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IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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بررسی تاثیر زلزله آبان ماه 1396 سرپل ذهاب بر سد تنظیمی هیروی با استفاده از داده های ابزاردقیق |
30,000 ریال |
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30,000 ریال |
|
× |
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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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COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
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× |
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IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS |
0 ریال |
|
0 ریال |
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× |
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PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
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× |
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EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
|
20,000 ریال |
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× |
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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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× |
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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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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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ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS |
30,000 ریال |
|
30,000 ریال |
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× |
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MICROSTRUCTURE AND DEFORMATION TEMPURATURE CONDITION OF ALIABAD-E DAMAQ MYLONITIC GRANITE |
30,000 ریال |
|
30,000 ریال |
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× |
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ESTIMATING THE DURATION EFFECTS IN STRUCTURAL RESPONSES BY A NEW ENERGY-CYCLE BASED PARAMETER |
30,000 ریال |
|
60,000 ریال |
|
× |
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MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK |
30,000 ریال |
|
30,000 ریال |
|
× |
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GIS AND REMOTE SENSING TECHNOLOGIES FOR TOPOGRAPHIC CHARACTERIZATION OF SEISMIC STATIONS |
20,000 ریال |
|
20,000 ریال |
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