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× |
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AN INVESTIGATION ON THE EFFECT OF INFILL WALLS ON THE FUNDAMENTAL PERIOD OF MOMENT-RESISTING STEEL FRAMES WITH CONSIDERATION OF SOIL-STRUTURE INTERACTION |
30,000 ریال |
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30,000 ریال |
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× |
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مدلسازی سانتریفیوژی روند توسعه گسلش شیبلغز در ماسه خشک و مرطوب با استفاده از مخزن گسلش جدید |
30,000 ریال |
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30,000 ریال |
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× |
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INVESTIGATING THE EFFECT OF FRP-STRENGTHENING ON THE PERFORMANCE OF REAL-SCALE SHS BRACE |
30,000 ریال |
|
30,000 ریال |
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× |
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DEVELOPMENT OF FRICTION-SLIP JOINT FOR MOMENT FRAMES WITH CONTINUOUS BEAMS |
30,000 ریال |
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30,000 ریال |
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× |
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EVALUATION OF SEISMIC DESIGN APPROACH ON RC/MR BUILDING USING DIFFERENT PROBABILISTIC METHODS |
30,000 ریال |
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30,000 ریال |
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× |
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DIRECT PERFORMANCE-BASED SEISMIC DESIGN OF A STRONG-BACK BRACING SYSTEM BY USING YIELD FREQUENCY SPECTRA METHOD |
30,000 ریال |
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30,000 ریال |
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× |
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استفاده از لینک برشی تعویض پذیر در قابهای فولادی به عنوان سیستم باربر جانبی |
30,000 ریال |
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30,000 ریال |
|
× |
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INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL |
30,000 ریال |
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30,000 ریال |
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× |
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SEISMIC SITE RESPONSE INDUCED BY A SEDIMENTARY BASIN: 1D AND 2D NUMERICAL ANALYSIS |
30,000 ریال |
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30,000 ریال |
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× |
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ANALYSIS OF SOIL-NAILED WALLS USING A PSEUDO-DYNAMIC APPROACH, CONSIDERING THE EFFECT OF NAILS |
30,000 ریال |
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30,000 ریال |
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× |
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SEISMIC PERFORMANCE OF DEEP EXCAVATIONS RESTRAINED BY ANCHORAGE SYSTEM USING QUASI STATIC APPROACH |
30,000 ریال |
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30,000 ریال |
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