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× |
 |
THE VERIFICATION OF VISCO-PLASTIC DAMPER |
30,000 ریال |
|
30,000 ریال |
|
× |
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بررسی عملکرد لرزه‌ای قابهای بتن مسلح مقاوم سازی شده با سیستم مهاربند واگرا |
30,000 ریال |
|
30,000 ریال |
|
× |
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HALF-SPACE GREEN’S FUNCTION FOR LAMB’S PROBLEM |
30,000 ریال |
|
30,000 ریال |
|
× |
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ANALYSIS OF SOIL-NAILED WALLS USING A PSEUDO-DYNAMIC APPROACH, CONSIDERING THE EFFECT OF NAILS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ENERGY ABSORPTION AND INELASTICITY DISTRIBUTION MECHANISMS IN STEEL MOMENT FRAMES AFFECTED BY MAINSHOCK-AFERSHOCK SEQUENCES |
30,000 ریال |
|
30,000 ریال |
|
× |
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ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS |
30,000 ریال |
|
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 |
|
30,000 ریال |
|
× |
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EFFECT OF LIQUEFIABLE BACKFILL SOIL ON DYNAMIC PERFORMANCE OF ANCHORED DIAPHRAGM WALLS – A NUMERICAL STUDY |
30,000 ریال |
|
30,000 ریال |
|
× |
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EVALUATING THE SENSITIVITY OF ANALYZING THE SEISMIC HAZARD TO THE TYPE OF EMPIRICAL ATTENUATION RELATIONSHIPS |
30,000 ریال |
|
30,000 ریال |
|
× |
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THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING |
30,000 ریال |
|
30,000 ریال |
|
× |
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SEISMIC PERFORMANCE ASSESSMENT OF OPTIMALLY DESIGNED BASE ISOLATION SYSTEM UNDER MAINSHOCK-AFTERSHOCK SEQUENCES |
30,000 ریال |
|
30,000 ریال |
|
× |
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EFFECTS OF ADAS DAMPERS ON PLASTIC HINGE ROTATION OF DUAL STEEL FRAMES SUBJECTED TO NEAR-FIELD AND FAR-FIELD EARTHQUAKES |
30,000 ریال |
|
30,000 ریال |
|
× |
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DESIGN AND IMPLEMENTATION OF IOTA BASED NETWORK WITH ACCELERATION SENSORS FOR STRUCTURAL HEALTH MONITORING |
30,000 ریال |
|
30,000 ریال |
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