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× |
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DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
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BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY |
20,000 ریال |
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20,000 ریال |
|
× |
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EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC ANALYSIS OF WEAKENED SLOPES REINFORCED WITH TIEBACK ANCHORS |
20,000 ریال |
|
20,000 ریال |
|
× |
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INVESTIGATING THE GEOMETRICAL NON-LINEAR BEHAVIOR IN PERFORMANCE OF THE ASYMMETRIC STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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OPTIMUM RETROFIT OF A 3-STORY RC FRAME CONSIDERING NONLINEAR SSI |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF THE LIQUEFACTION HAZARD POTENTIAL ON BUSHEHR NUCLEAR POWER PLANT (BNPP) |
20,000 ریال |
|
20,000 ریال |
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× |
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SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS |
20,000 ریال |
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20,000 ریال |
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