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× |
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EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
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 |
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20,000 ریال |
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× |
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DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
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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× |
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STRUCTURAL HEALTH MONITORING BY USING ARTIFICIAL NEURAL NETWORKS |
20,000 ریال |
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20,000 ریال |
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× |
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STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA |
20,000 ریال |
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20,000 ریال |
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× |
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AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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COMBINATION OF GLOBAL AND LOCAL GPS VELOCITY FIELDS USING LEAST SQUARES METHOD IN THE REGION OF IRAN |
0 ریال |
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0 ریال |
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× |
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SOURCE PARAMETERS OF THE APRIL, 16, 2013, SARAVAN IRAN GREAT EARTHQUAKE USING SPECTRA OF P AND S WAVES |
20,000 ریال |
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20,000 ریال |
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× |
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CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS |
20,000 ریال |
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20,000 ریال |
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× |
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CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION |
20,000 ریال |
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20,000 ریال |
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