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× |
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MULTI-FUNCTION OF A PLACE FOR COMPANIONSHIP AND LOCAL SEISMIC DISASTER MANAGEMENT IN A COMMUNITY |
20,000 ریال |
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20,000 ریال |
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× |
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ECCENTRICALLY KNEE BRACING: IMPROVEMENT IN SEISMIC DESIGN AND BEHAVIOR OF STEEL FRAMES |
20,000 ریال |
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20,000 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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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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ON THE ADEQUACY OF THE STEP SIZES RECOMMENDED FOR TIME INTEGRATION IN LINEAR TRANSIENT ANALYSIS OF MID-RISE BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN |
20,000 ریال |
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20,000 ریال |
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× |
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UPPER BOUND SEISMIC STABILITY ANALYSIS OF EMBEDDED FOOTINGS |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES |
20,000 ریال |
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20,000 ریال |
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× |
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DESIGN CONCEPT OF RETROFITTED RC BEAM-COLUMN JOINTS BY PRESTRESSED JOINT ENLARGEMENT |
20,000 ریال |
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20,000 ریال |
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× |
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DETERMINATION OF LATERAL CAPACITY OF TWO-STORY-X BRACED FRAMES CONSIDERING HYSTERESIS BEHAVIOUR OF CONNECTIONS |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE NECESSITY TO ESTABLISH LOCAL SEISMIC HAZARD MAPS FOR URBAN REGIONS |
20,000 ریال |
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20,000 ریال |
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